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AGENDApacket__03-26-24
OSH KO SH C OMMO N C O UN C I L A GEN DA C O UN C IL C H A MB ER S, C ITY H ALL OSH KO SH , W I SC ON SI N March 26, 2024 If anyone requires reasonable ADA accommodations, please contact the office of the City Manager at citymgr@oshkoshwi.gov, or phone 920-236-5002. To send wr itten corr espondence to the Council, mail it to the City Manager , place it in the City Hall Dropbox, or email it to council@oshkoshwi.gov (prior to the Council meeting). A.CALL TO ORDER (6:00 PM) B.ROLL CALL C.INVOCATION - VOTING FIRST: Council Member Stephenson Invocation #2 D.PLEDGE OF ALLEGIANCE E.INTRODUCTION OF STAFF Julie Calmes, Finance Director Maria Fletcher, Management Analyst F.PRESENTATIONS Community Partnership Awards Environmental Leadership Award Citizen Service Awards G.CITIZEN STATEMENTS TO COUNCIL (Citizens are to address the Council only. Statements are limited to five (5) minutes; they must address items that are not listed on the Council meeting agenda, are limited to issues that have an impact on the City of Oshkosh and the Common Council may address at a future meeting, and must not include endorsements of any candidates or other electioneering.) If you require more time please inform the Mayor at the beginning of your presentation. H.CONSENT AGENDA ITEMS (Consent Agenda items are those items of a routine administrative nature that are voted on by the Council in a single roll call vote. Staff recommends approval of all items. Any member of the public or Common Council may request that an item be removed from the Consent Agenda for discussion.) 1.Report of Bills by the Finance Director 2.Receipt & Filing of Minutes - Museum Arts and Culture Board, 02.14.24 3.Res 24-124 Update Designation of Authorized Individuals for City Financial Matters and Investment Transfers 4.Res 24-125 Approve Amendment to 2024 Police Department Operations Budget for the Purchase of Redaction Software 5.Res 24-126 Approve Agreement Renewal for Urban Search and Rescue Emergency Response Services between the City of Oshkosh and the State of Wisconsin 6.Res 24-127 Award Bid to Folske Electrical Services LLC for Generator Replacements at Stations 17, 18 & 19 for the Oshkosh Fire Department ($248,994.00) 7.Res 24-128 Amend 2024 Capital Improvement Plan and Approve Purchase for Acquisition in 2027 of Three Ambulances from Emergency Vehicles Plus for Fire Department ($1,447,293.00) 8.Res 24-129 Award Bid to Cardinal Construction Co, Inc. for Waldwic Gallery Renovation for the Oshkosh Public Museum ($241,441.00) 9.Res 24-130 Approve Cooperative Purchase of Articulated Front-End Loader from Brooks Tractor Inc. ($399,600.00) and Plow and Wing from Monroe Truck Equipment, Inc. ($55,672.00) for Recycling Division 10.Res 24-131 Approve CIP Amendment and Professional Services Agreement with Strand Associates, Inc. for Engineering Services for 2024 Asphalt Pavement Preservation Program ($27,500) 11.Res 24-132 Approve and Submit Wisconsin Department of Natural Resources 2023 Storm Water Program Annual Report (Plan Commission Recommends Approval) 12.Res 24-133 Approve Special Event - DutriRun Foundation to Utilize City Streets for Race the Lake, August 18, 2024 13.Res 24-134 Approve Special Event - Paine Art Center & Gardens to Utilize Algoma Boulevard and Congress Avenue for the Faire on the Green, July 14, 2024 14.Res 24-135 Approve Special Event - Vietnam Veterans of America Chapter 437 to Utilize City Streets to Hold the Oshkosh 4th of July Parade, July 4, 2024 15.Res 24-136 Approve Special Event - Jambalaya Arts Inc to Utilize the Alley Area behind 401-419 N Main Street for the Alley Art Market Series, May 23, June 8, July 14, August 10, and September 14, 2024 16.Res 24-137 Approve Special Event - Bay Lakes Scout Council to Utilize Menominee Park Ames Point Area for the Bay Lakes, Twin Lakes District Cub Scout Fishing, June 1, 2024 17.Res 24-138 Approve Special Event - UW Oshkosh to Host Their Spring & Fall Commencements at the UWOshkosh Kolf Sports Center, May 18 and December 14, 2024 18.Res 24-139 Approve Special Event - Bago Walleye Club (BWC) to Utilize Menominee Park Millers Bay & Rainbow Memorial Park for the BWC Invitationals, April 28, June 2, June 23, and July 14, 2024 19.Res 24-140 Approve Special Event - Oshkosh Patriotic Council to Utilize South Park, Riverside Park, City Streets and the City Hall Parking Lot for the Memorial Day Procession and Services, May 27, 2024 20.Res 24-141 Approve Special Event - Houge's Tavern to Utilize Menominee Park Millers Bay for Houge's Walleye Warm-Up, May 25, 2024 21.Res 24-142 Approve Special Event - Oshkosh Into the Night to Utilize Opera House Square and Market Street for the Oshkosh Into the Night Event, May 23, 2024 22.Res 24-143 Approve Special Event - Run Away Events to Utilize the Riverwalk, Wiouwash Trail, and City Streets for the Oshkosh Half Marathon Relay & 5k Run, April 27, 2024 23.Res 24-144 Approve Special Event - Paine Art Center & Gardens to Utilize Algoma Boulevard and Congress Avenue for the Festival of Spring, May 18, 2024 24.Res 24-145 Approve Special Event - UW Oshkosh Recreation & Wellness Center to Utilize City Sidewalks and Wiouwash Trail for the Tulip Trail Run/Walk Event, April 20, 2024 25.Res 24-146 Approve Special Event - Downtown Oshkosh Business Improvement District (BID) to Utilize Opera House Square & Market Street for the Music on Main and Live at Lunch Series, June 5 through September 25, 2024 (Wednesdays & Thursdays) 26.Res 24-147 Approve Secondhand Article Dealer, Secondhand Jewelry Dealer, and Pawnbroker Licenses 27.Res 24-148 Approve Agent Change - Pick N Save #478 28.Res 24-149 Approve Special Class "B" Licenses I.ITEMS REMOVED FROM CONSENT AGENDA J.PENDING ORDINANCE 29.Ord 24-150 Charter Ordinance to Amend Titles of Mayor and Deputy Mayor to Council President and Council Vice President 30.Ord 24-151 Amend Titles of Mayor and Deputy Mayor to Council President and Council Vice President within Ordinances, Policies, Documents and in Other References K.NEW ORDINANCES (NOTE: It is anticipated that there will be no formal action taken at this meeting on items marked with an asterisk (*) unless Council formally waives the rules.) 31.*Ord 24-152 Add Bus Loading Zone on Algoma Blvd. in Front of Read Elementary School 32.*Ord 24-153 Amend Sections 6-3, 6-8, and 6-19 of Chapter 6 Pertaining to Limit on Number of Animals and Commercial Kennels 33.*Ord 24-154 Approve Zone Change from Suburban Mixed Use District (SMU) to Suburban Mixed Use District with a Planned Development Overlay (SMU-PD) for Property Located at 555 South Washburn Street (Plan Commission Recommends Approval) 34.*Ord 24-155 Approve Text Amendments to the Zoning Ordinance (Plan Commission Recommends Approval) 35.Ord 24-156 Amend Section 20-13 of the City of Oshkosh Municipal Code Pertaining to Lead Service Line Replacement (Staff Recommends Waiving the Rules and Adopting on First Reading) 36.Ord 24-157 Amend Chapter 28 of the City of Oshkosh Municipal Code Pertaining to Water to Reorganize the Chapter, Create an Article Pertaining to Rates and Charges within the Ordinance, and Create an Article Providing for a Lead Service Line Replacement Financing Program (Staff Recommends Waiving the Rules and Adopting on First Reading) L.NEW RESOLUTIONS 37.Res 24-158 Adopt Updated Lead Service Line Replacement Policy 38.Res 24-159 Approve Amendment to TID No. 43 TIF Development Agreement with The Mill on Main PH 1, LLC 39.Res 24-160 Approve TID No. 29 TIF Development Agreement with ThedaCare, Inc. 40.Res 24-161 Approval of South Shore Redevelopment Area Project Plan Amendment 3 (Redevelopment Authority Recommends Approval) 41.Res 24-162 Approval of Sawdust District Redevelopment Area Project Plan (Redevelopment Authority Recommends Approval) M.COUNCIL DISCUSSION, DIRECTION TO CITY MANAGER & FUTURE AGENDA ITEMS 42.Council Discussion and Direction to Staff Update on Boards and Commissions (Buelow) 43.Future Agenda Items Organizational Meeting - April 16th at Noon N.COUNCIL MEMBER ANNOUNCEMENTS & STATEMENTS O.CITY MANAGER ANNOUNCEMENTS & STATEMENTS 44.Professional Services Agreement with AECOM for 2024 Water Distribution System Leak Detection Services ($31,600) 45.Professional Services Agreement with Total Security and Safety Inc. for Loss Prevention Services ($57,750.00) 46.Cooperative Purchase of 2024 Rugged Laptops from TKK Electronics LLC for IT Division ($67,540.26) 47.American Rescue Plan Act (ARPA) Grant Funding Update 48.Bunny Events with Oshkosh Parks Department - March 30th, Sunnyview Expo Center 49.Outstanding Issues P.ADJOURN TO :T O :Honorable Mayor and Members of the Common Council FRO M :FRO M :Russ Van Gompel, Director of Finance D A TE :D A T E :March 26, 2024 SUB JEC T:SUB JEC T :Report of Bills by the Finance Director B A C KGRO UN DBACKGROUND The items below are being presented for approval by the Council. These items have been properly audited and certified to by the City Comptroller and are herewith submitted for your allowance in the amount of $3,776,034.30. Bills paid March 8 and March 15, 2024 $2,641,273.92 Payroll paid March 15, 2024 $1,134,760.38 A t t a chment sAttachments 03082024 Checkrun CHECK NUMBER CHECK DATE VENDOR NAME AMOUNT 9434 03/08/2024 AUTOMATED COMFORT CONTROLS INC 1,499.00 9435 03/08/2024 ADVANCED ASBESTOS REMOVAL INC 10,420.00 9436 03/08/2024 AECOM INC 46,226.00 9437 03/08/2024 AURORA HEALTH CARE 435.00 9439 03/08/2024 CARYN BEHLMAN 43.55 9440 03/08/2024 CHEMTRADE CHEMICALS US LLC 4,218.41 9441 03/08/2024 CINTAS CORPORATION NO 2 524.20 9442 03/08/2024 CORE AND MAIN LP 19,587.90 9444 03/08/2024 ENTRANCE SYSTEMS 949.62 9445 03/08/2024 ENVIROTECH EQUIPMENT 2,003.28 9446 03/08/2024 HUNTER SECURITY AND SURVEILLANCE 18,801.16 9447 03/08/2024 JESSI BALCOM 83.25 9448 03/08/2024 JOHNSON CONTROLS US HOLDINGS LLC 830.97 9449 03/08/2024 JULIE CALMES 29.12 9450 03/08/2024 K AND C PEST CONTROL LLC 450.00 9451 03/08/2024 KENNETH L GRESSER 66.33 9452 03/08/2024 KWIK TRIP INC 2,076.31 9453 03/08/2024 LEADSONLINE 5,145.00 9454 03/08/2024 MACQUEEN EQUIPMENT GROUP 5,734.75 9455 03/08/2024 MANDI KATION 45.56 9456 03/08/2024 MCNEILUS TRUCK AND MANUFACTURING 639.72 9457 03/08/2024 MICHELS ROAD AND STONE, INC 1,015.20 9458 03/08/2024 NORTHERN LAKE SERVICE INC 105.41 9459 03/08/2024 OSHKOSH CONVENTION AND VISITORS BUREAU INC 105,462.04 9460 03/08/2024 PACKER CITY INTL TRUCKS INC 498.75 9461 03/08/2024 PLYMOUTH LUBRICANTS 627.14 9462 03/08/2024 PRIMADATA LLC 12,898.40 9463 03/08/2024 QUALITY TRUCK CARE CENTER INC 60.98 9464 03/08/2024 RAY MAURER 297.00 9465 03/08/2024 RED SHOES INC 2,750.00 9466 03/08/2024 SERVICEMASTER BLDG MAINTENANCE 6,650.00 9468 03/08/2024 SHI INTERNATIONAL CORP 2,389.92 9469 03/08/2024 STRAND ASSOCIATES INC 91,695.78 9470 03/08/2024 MCCLONE 47,359.58 9471 03/08/2024 VALLEY VNA HEALTH SYSTEMS INC 3,175.00 9472 03/08/2024 VANGUARD COMPUTERS INC 3,700.00 9473 03/08/2024 VINTON CONSTRUCTION INC 29,374.53 9474 03/08/2024 WI PUBLIC SERVICE CORP 199,542.02 9475 03/08/2024 WINNEBAGO COUNTY TREASURER 3,338.00 5000858 03/08/2024 CAROLINE PANSKE 75.04 5000859 03/08/2024 DANIEL BRAUN 201.67 5000860 03/08/2024 SETCOM CORPORATION 4,548.45 5000861 03/08/2024 ZACH NEWTON 74.37 5000862 03/08/2024 NATHAN OR ABIGAIL ABRAHAM 106.58 5000863 03/08/2024 ADVOCAP INC 215.90 5000864 03/08/2024 ALEXANDER CHEMICAL CORPORATION 12,210.00 5000865 03/08/2024 ANDREW J PRICKETT 27.47 5000867 03/08/2024 ASSURANCE TITLE SERVICES INC 244.57 5000868 03/08/2024 BADGER PURA VIDA LLC 45.71 5000869 03/08/2024 BERGLUND CONSTRUCTION COMPANY 4,930.07 5000870 03/08/2024 BOB GRIFFIN CARPENTRY LLC 2,450.00 5000871 03/08/2024 BOUND TREE MEDICAL LLC 1,442.65 5000872 03/08/2024 BOZEMAN CAPITAL GROUP LLP 133.01 5000873 03/08/2024 BURKE TRUCK & EQUIPMENT CO 27,446.47 5000874 03/08/2024 CASEY KOELBL 13.40 5000875 03/08/2024 CHRIS HAEDT 12.73 5000876 03/08/2024 CRYSTAL BATHKE 75.04 5000877 03/08/2024 DANIEL DEMSKI 22.11 5000878 03/08/2024 DAWN WILBER 2,600.00 5000879 03/08/2024 DC EQUIPMENT 1,280.36 5000880 03/08/2024 DENISE EDWARDS 315.08 5000881 03/08/2024 DONOHUE & ASSOCIATES INC 9,398.93 5000882 03/08/2024 EAGLE FLIGHT BUSINESS FORMS 373.40 5000883 03/08/2024 EHLERS 1,900.00 5000884 03/08/2024 EMMA DZIENGELESKI 35.51 5000885 03/08/2024 ENVIRONMENTAL HAZARDS SERV LLC 119.38 5000886 03/08/2024 FOX CITIES PROPERTY MANAGEMENT 34.93 5000887 03/08/2024 FOX VALLEY TECH COLLEGE 239.00 5000888 03/08/2024 GALLS LLC 425.97 5000889 03/08/2024 GAT TENOR 718.08 5000890 03/08/2024 GRAEF USA INC 100.00 5000891 03/08/2024 GREENSHINE NEW ENERGY LLC 13,683.00 5000892 03/08/2024 GUNDERSON CLEANERS INC 1,862.65 5000893 03/08/2024 IAN JACOB SEAHOLM 50.00 5000894 03/08/2024 JASON ELLIS 29.48 5000895 03/08/2024 JIMMER'S MECHANICAL REPAIR LLC 300.00 5000896 03/08/2024 JIREH PROPERTIES LLC 304.94 5000897 03/08/2024 A. KALMERTON WELDING SUPPLIES 226.57 5000898 03/08/2024 KEVIN SORGE 29.48 5000899 03/08/2024 RELX INC 300.00 5000900 03/08/2024 LYELL HINTZ AND DAWN C MARTIN 5,777.00 5000901 03/08/2024 MICHAEL E BLANK 29.48 5000902 03/08/2024 MIDWEST REALTY MANAGEMENT INC 25.37 5000903 03/08/2024 MUNICIPAL ENVIRONMENTAL GROUP 2,250.00 5000904 03/08/2024 AAS RENTALS LLC 50.50 5000905 03/08/2024 ACKERMAN ANNE E 166.68 5000906 03/08/2024 AURORA MEDICAL GROUP INC 143.75 5000907 03/08/2024 BARN BUCK LLC 109.84 5000908 03/08/2024 BLOCK GENE A/ROXANNE L 15.95 5000909 03/08/2024 Carla Holtzman 63.00 5000910 03/08/2024 CASEY'S MARKETING COMPANY 2,643.17 5000911 03/08/2024 DAVIES JESSE 10.26 5000912 03/08/2024 DEMUNCK CHARLES R/MARY L 218.44 5000913 03/08/2024 DOVE STREET TOWNHOMES LLC 1,705.30 5000914 03/08/2024 DREAM BY THIMKE JEWELERS 488.65 5000915 03/08/2024 EBERHARDY ADAM T 11.04 5000916 03/08/2024 FARFAN HAYLA 558.14 5000917 03/08/2024 FIVE BELOW INC 234.94 5000918 03/08/2024 FREDRICK BENJAMIN S/JACOB 9.85 5000919 03/08/2024 GABERT & RUSCH PROPERTIES 23.81 5000920 03/08/2024 GUAN/YUEZHOU YU HONGHUI 61.61 5000921 03/08/2024 H & P RENTALS LLC 2,000.00 5000922 03/08/2024 HOEFT BRIAN E/SALLY A 521.69 5000923 03/08/2024 HORSCH MARK/JENNIFER 927.91 5000924 03/08/2024 JUNGWIRTH SHARON K 40.96 5000925 03/08/2024 JURMU MICHAEL C 18.58 5000926 03/08/2024 KOSSOLAPOV SERGEI A/SARA N 47.66 5000927 03/08/2024 KUEHN RICHARD K 30.00 5000928 03/08/2024 KZ HOLDINGS LLC 92.85 5000929 03/08/2024 LIBARDI JR PAUL A/ANNETTE R 667.23 5000930 03/08/2024 LIBBIN PAULA A 6.13 5000931 03/08/2024 LOR/ONG THAO CHAI 199.69 5000932 03/08/2024 MCCLONE PROPERTIES LLC 1,260.75 5000933 03/08/2024 MCFARLANE TIMOTHY J/DEBORA 172.20 5000934 03/08/2024 MESSA TRAVIS/JESSICA J 591.36 5000935 03/08/2024 MILLER TERESA J 102.50 5000936 03/08/2024 MORTER JACQUELINE M 53.39 5000937 03/08/2024 OCONNELL LORIE 287.16 5000938 03/08/2024 OCONNOR/MORGAN PRINC LIAM 613.97 5000939 03/08/2024 OFFENBECHER FRANK R/KAREN K 10.89 5000940 03/08/2024 OLQUIN CARLOS SANTIAGO 24.15 5000941 03/08/2024 OSHKOSH HOUSING AUTHORITY 240.39 5000942 03/08/2024 OTTO KEVIN S/SUSAN L 175.74 5000943 03/08/2024 PARIS DEANNA S 4,590.40 5000944 03/08/2024 PEPSI COLA GENERAL BOTTLERS OF WI 1,828.16 5000945 03/08/2024 PIEPER LISA R 2,858.06 5000946 03/08/2024 POKLASNY PATRICIA A 91.62 5000947 03/08/2024 POTRATZ SPENCER R 27.43 5000948 03/08/2024 RUIS BRANDON/SADIE 258.99 5000949 03/08/2024 SALZER JR HAROLD R/PAMELA 248.41 5000950 03/08/2024 SALZER RENTALS LLC 480.00 5000951 03/08/2024 SAWDUST DEVELOPMENT915 LLC 27.21 5000952 03/08/2024 STANG RUSS/KATHERINE A 35.00 5000953 03/08/2024 STANG RUSSELL G 35.00 5000954 03/08/2024 STANG RUSSELL G 35.00 5000955 03/08/2024 STANG RUSSELL/KATHERIN 35.00 5000956 03/08/2024 STANG SR REV TRUST RUSSELL G/KATHER 35.00 5000957 03/08/2024 STEINERT REAL ESTATE LLC 11.92 5000958 03/08/2024 STILP ANN M 118.15 5000959 03/08/2024 STREICH MOLLY M 15.95 5000960 03/08/2024 SUN STAR HOLDINGS/BLUE MOON HOLDINGS 1,000.00 5000961 03/08/2024 TEMME KEVIN O/TRACY L 599.78 5000962 03/08/2024 THAO PETER/ALOUNNY P 500.00 5000963 03/08/2024 TOMASON TERRELL W/JANE M 300.46 5000964 03/08/2024 TW SODA CREEK LLC/SWIMCREEK LLC 10,761.19 5000965 03/08/2024 VANEGAS RIOS/NATALIA JUAN 656.38 5000966 03/08/2024 VANG PAO Y 2,157.85 5000967 03/08/2024 WARREN JONES 68.00 5000968 03/08/2024 WHEEL & SPROCKET INC 10.28 5000969 03/08/2024 WINNEBAGO INVESTMENT PROPERTIES LLC 553.32 5000970 03/08/2024 WISCONSIN DELLS RIVER CABINS LLC 77.25 5000971 03/08/2024 YANG CHUE 566.73 5000972 03/08/2024 OSHKOSH AREA HUMANE SOCIETY 3,791.00 5000973 03/08/2024 CITY OF OSHKOSH 160.00 5000974 03/08/2024 CITY OF OSHKOSH UTILITIES 63.89 5000975 03/08/2024 PACE ANALYTICAL SVC 177.60 5000976 03/08/2024 POMP'S TIRE SERVICES INC 831.92 5000977 03/08/2024 REALTORS ASSOCIATION OF NORTHEAST WISCONSIN INC 325.00 5000978 03/08/2024 RETTLER CORPORATION 3,712.50 5000979 03/08/2024 RIESTERER & SCHNELL INC 23.21 5000980 03/08/2024 SARAH DANAHY 325.00 5000981 03/08/2024 RYAN C SCHMALLENBERG 74.02 5000982 03/08/2024 SCHMITT TITLE LLC 528.06 5000983 03/08/2024 SOUTHSIDE TIRE CO INC 2,573.68 5000984 03/08/2024 STATE BAR OF WISCONSIN 88.94 5000985 03/08/2024 STEVEN M TOMASIK 127.39 5000986 03/08/2024 STEWART TITLE COMPANY 71.81 5000987 03/08/2024 TITAN PROPERTY MANAGEMENT LLC 39.03 5000988 03/08/2024 TODD MUEHRER 22.78 5000989 03/08/2024 WI STATE LABORATORY OF HYGIENE 29.00 5000990 03/08/2024 UNIVERSITY OF WISCONSIN PLATTEVILLE 50.00 5000991 03/08/2024 UNITED PARCEL SERVICE 181.62 5000992 03/08/2024 US SIGNAL COMPANY LLC 24.01 5000993 03/08/2024 WATER CITY PROPERTIES LLC 109.75 5000994 03/08/2024 WESTWOOD PROFESSIONAL SERVICES INC 2,560.00 5000995 03/08/2024 WI DEPT OF FIN. INSTITUTIONS 40.00 5000996 03/08/2024 ASSURANCE TITLE SERVICES INC 60.00 5000997 03/08/2024 ASSURANCE TITLE SERVICES INC 5,000.00 791,005.61 SUB JEC T:SUB JEC T :Receipt & Filing of Minutes - Museum Arts and Culture Board, 02.14.24 D A TE :D A T E :March 26, 2024 B a c k gr oundBackground The February 2024 Museum Arts and Culture (MAC) Board minutes were approved at the March 13, 2024 MAC Board meeting. A t t a chment sAttachments Feb 24 MAC Board Minutes Minutes of the February 14, 2024 Museum Board Meeting Oshkosh Public Museum ■ 1331 Algoma Boulevard ■ Oshkosh, Wisconsin 54901 Page 1 of 3 Minutes of the February 14, 2024 Board Meeting (Approved at the March 13, 2024 Board Meeting.) The February 2024 meeting of the Oshkosh Public Museum (OPM) Museum Arts and Culture (MAC) Board was held Wednesday, February 14, 2024, in the Galena Room of the Museum. Vice- Chair Rebecca Doe Brown called the meeting to order at 4:28 p.m. The roll was taken by Administrative Assistant Theresa Books. Present at Roll: Board Vice-Chair Rebecca Doe Brown, Board Member Becky Matzke, Alternates Erron Hundt, Carrie Olson. Excused: Chair Vicky Redlin, Board Member Drew Mueske, Board Member/Council Member Joseph Stephenson Also Present: Director Sarah Phillips, Assistant Director/Chief Curator Anna Cannizzo, Curator of Education Neal Matherne, and Administrative Assistant Theresa Books recording the Minutes With Board Member Mueske excused Vice-Chair Brown appointed Ms. Hundt. With Chair Redlin excused Vice-Chair Brown appointed Ms. Olson. There were no citizen statements to the Board. Consent Agenda items included: A. Minutes of the January 10, 2024, Board Meeting B. Minutes of the January 23, 2024, Board Workshop C. Receipt and Filing Quarter 4 Reports for Museum Funds held at the Oshkosh Area Community Foundation MOTION: Approve Consent Agenda (Olson; second Hundt) CARRIED: Yes (4) Brown, Hundt, Matzke, Olson Discussion and vote on the commission of a Dutchman-style wearing blanket was next on the agenda. Assistant Director Cannizzo began with some background. In 2021 OPM curators noticed the historic blanket in the exhibit People of the Waters, was beginning to fade. It was designed and hand-sewn by prominent Menominee Medicine Woman Louise Dutchman (1854-1941). OPM has a photo of Louise Dutchman wearing the blanket. OPM staff reached out to Menominee textile artist Dawn Wilber to look at the blanket and advise them. They recorded interviews with her regarding the crafting of the ribbon and applique style of quilting. The OPM blanket is the oldest Menominee example she has seen in person. Ms. Wilber also noted that the silk of the fabric is mostly in good condition. Ms. Cannizzo further reported that Ms. Wilber is the niece of James Frechette, Jr., the crafter of the figures in the Menominee Clans Story exhibition. She was also the lead dancer in the Pow-Wow at the Museum in spring of 2021. Minutes of the February 14, 2024 Museum Board Meeting Oshkosh Public Museum ■ 1331 Algoma Boulevard ■ Oshkosh, Wisconsin 54901 Page 2 of 3 Ms. Cannizzo reported that as a Menominee textile artist, Ms. Wilber could sew a ribbon and applique wearing blanket in the style of Louise Dutchman. The OPM Collections Review Committee voted yes to commission a Dutchman-style wearing blanket from Ms. Wilber. The Collection Fund that the MAC Board approved in October 2023 has funds in it to make a purchase like this, so no additional funds are being requested. Having a blanket sewn by Ms. Wilber would provide current contemporary Native American ribbon work for the Collection. Ms. Cannizzo noted it would fill gaps in the Collection. It would help allow the Louise Dutchman piece to rest longer between being on display. In addition, staff plan to collect various types of documentation of Dawn telling stories of the Menominee craft of ribbon work. When discussion was complete, Vice-Chair Brown asked for a motion. MOTION: The Board approve commission of the Dutchman-style wearing blanket to be sewn by Dawn Wilber for the OPM Collections, using the OPM Collections Fund, not to exceed $7,755. (Matzke; second Hundt) CARRIED: Yes (4) Brown, Hundt, Matzke, Olson Vice-Chair Brown then addressed the Board noting that both she and Chair Redlin are unable to attend the April 10 Board meeting. Therefore, they request the Board vote to change the date to April 3, 2024. Discussion indicated April 3 would work better for two other Board members. MOTION: The Board change the April Board meeting to April 3, rather than April 10. (Brown; second Matzke) CARRIED: Yes (4) Brown, Hundt, Matzke, Olson When the vote was complete, in relation to this agenda item, Director Phillips noted that the Museum closes at 4:30, the same time the Board meetings start. She asked the Board what timing they feel would be good for staff to wait for anyone coming late. The Board discussed it and the staff can leave by 4:40. If anyone will be later than that, they may send a text to Director Phillips or Ms. Brown. The Board was told that they are very welcome to come early for the meetings. Vice-Chair Brown then requested the Director’s Report. Director Phillips began with an update of the second-floor transformation. She was pleased to report that the loading doors are in and functioning. Painting the outside of the doors and installing weather stripping are all that is still needed for that project. For the Waldwic Gallery, a pre-bid meeting was held February 13th. Bid opening is set for February 29th. Facility Engineering, Inc. redrew the specs to include fire suppression, building the walls to form a hallway, relocating HVAC, lighting, and camera surveillance equipment. The visit of Lindsy Parrott from the Neustadt Collection of Tiffany Glass, Inc. went very well. Staff were able to meet with her at the Museum, showing her the Tiffany interiors of the Sawyer Home and gleaning information from her – all things Tiffany. Ms. Parrott gave a presentation to Wisteria Circle patrons at the Museum; speaking of Tiffany’s work as relates to the various windows, fixtures, and wall coverings of the Sawyer Home interior. She expressed that the interior of the home fills a gap in research regarding the work of Tiffany Interiors. She noted that the arched window was Minutes of the February 14, 2024 Museum Board Meeting Oshkosh Public Museum ■ 1331 Algoma Boulevard ■ Oshkosh, Wisconsin 54901 Page 3 of 3 a unique and early example of the Wisteria motif. Ms. Parrott suggested hosting a symposium of Tiffany experts at OPM. She confirmed that the research OPM staff have done is accurate. Staff were also able to arrange for Ms. Parrott to view the large circular Tiffany window at the Trinity Episcopal Church during her visit to Oshkosh. She was very pleased to see that as well. Ms. Parrott also made suggestions for potential grant funding to support future preservation efforts. Education Assistant Kimberly Straus resigned in January. The position is posted and applications are being received. Regarding Strategic Planning, Director Phillips asked that Vice-Chair Brown report on the session she went to. Ms. Brown reported that about thirty people from the community were gathered. They went from table to table to meet with six department heads of the City. After the department heads left, community members spent several hours reviewing critical items for the City to consider. Many topics were talked about and they narrowed it down to six topics to focus on: transportation, public spaces, affordable housing, access to affordable childcare, economic development, and downtown redevelopment. Ms. Brown advocated for “Public Spaces” which OPM fits under. Director Phillips reported that OPM staff attended a Strategic Planning session the next day and talked through many things with City staff. OPM staff are working on Core Values for the Museum and she will share those when they are determined. Department Heads meet with Council in March, so once there is specific direction from the City, Director Phillips will meet with the Board to plan actionable things to carry out the Strategic Plan. She anticipates workshops with the Board will start at the April Board meeting. In closing, regarding the property across the street, City Manager Rohloff gave Director Phillips direction to pull together a report to show how that property would take care of needs that have been in the Museum’s CIP requests through the years. Community Development looked at the property and valued it. That concluded the Director’s Report. The Board then went on a tour of the Museum’s Collections areas in the Carriage House. With no other agenda items, Vice-Chair Brown asked for a motion to adjourn. MOTION: Adjourn (Matzke; second Brown) CARRIED: Voice Vote The meeting adjourned at 5:50 p.m. TO :T O :Honorable Mayor and Members of the Common Council FRO M :FRO M :Julie Calmes, Finance Director D A TE :D A T E :March 26, 2024 SUB JEC T:SUB JEC T :Res 24-124 Update Designation of Authorized Individuals for City Financial Matters and Investment Transfers B A C KGRO UN DBACKGROUND The Finance department has experienced some personnel changes within the last quarter, which caused the need to update the authorized signers. A N A L Y SI SANALYSIS It is necessary to establish clear authority for investment transactions so that transactions may be completed in a timely and efficient manner. REC O M M E N D A TI ONRECOMMENDATION The Finance department recommends the Council adopt the updated designation of authorized signers. A t t a chment sAttachments RES 24-124 03/26/2024 24-124 RESOLUTION CARRIED 6-0 PURPOSE: UPDATE DESIGNATION OF AUTHORIZED INDIVIDUALS FOR CITY FINANCIAL MATTERS AND INVESTMENT TRANSFERS INITIATED BY : CITY ADMINISTRATION WHEREAS, the City Finance Director/Treasurer is responsible for all fiscal transactions of the City of Oshkosh and in the Director’s absence the Assistant Finance Director is responsible for the duties and responsibilities of the Finance Director; and WHEREAS, it is necessary from time to time for the City of Oshkosh to make fund or other investment transfers or sales; and WHEREAS, it is necessary to establish clear authority for investment transactions so that transactions may be completed in a timely and efficient manner. NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Oshkosh that the following individuals are herby designated as the representatives for the City of Oshkosh to act on the City’s behalf for all financial matters and for all investment transactions pertaining to City of Oshkosh Investment accounts: Julie M. Calmes, Finance Director / Treasurer Hailey Palmquist, Assistant Finance Director BE IT FURTHER RESOLVED that this Resolution repeals and replaces all prior designations and authorizations for the City of Oshkosh in relation to the City’s investment accounts. TO :T O :Honorable Mayor and Members of the Common Council FRO M :FRO M :Julie Calmes, Finance Director D A TE :D A T E :March 26, 2024 SUB JEC T:SUB JEC T :Res 24-125 Approve Amendment to 2024 Police Department Operations Budget for the Purchase of Redaction Software B A C KGRO UN DBACKGROUND Attached is a resolution to approve Amendments to the 2024 Police Department Operations Budget to provide funding for the purchase of redaction software. On average, the Police Department receives 861 open records requests per month. Of the requests, 30% include requests for body-worn cameras. Reviewing body-worn cameras requires time and attention to complete, with necessary redactions taking anywhere from 7 minutes to an hour to complete per video. On average, it takes 1.5 minutes to review 1 minute of video. CaseGuard Software offers learning artificial intelligence (AI) technology to automatically redact videos from a body-worn camera in seconds. In the software demonstration, the program was able to complete the redaction of a 3.5-minute video in 4 seconds. The software will still need manual input to identify which items need redaction. These items could include faces, license plates, or other inputs. The current 2024 budget includes $5,000 to be used for redaction software or technology. The cost of the software is $15,792. In the first year, additional hardware costs of $3,060 will be needed to utilize the software, for a total of $17,384. Due to the time necessary to recruit and train new employees, there will be a projected savings in the personnel budget for 2024. The Police Chief has worked with the Finance Director to confirm that at least $15,000 will not be spent in the "Regular Pay" account within the Police Department Operating Budget. A N A L Y SI SANALYSIS A study of the current method to redact videos versus the utilization of the new software was completed, and it was found that the time to review one minute of video was reduced from 1.5 minutes to 1.03 minutes. This would result in a $10.35 savings for a one-hour video or $41.40 for a 4-hour video. This would allow for open records to be processed more efficiently and allow for more requests to be processed in a day's work. FI SC A L I M P A CTFISCAL I M P A C T The requested amendment is cost neutral as it is reducing the budget in Account No. 01000211-6102 ("Regular Pay") by $15,000 and adding $10,000 to Account No. 01000211-6415 ("Subscriptions/Licensing Contracts") and adding $5,000 to Account No. 01000211-6550 ("Minor Equipment"). Please remember that Account No. 01000211-6415 already includes $5,000 for software purchase. Section 12-11 of the Municipal Code provides that, subject to approval of the City Manager, purchases may be made without following a formal competitive bidding process when the purchase is from only one source of supply or when standardization or compatibility is the overriding consideration. In accordance with Section 12-11 of the Municipal Code, staff recommends the purchase of redaction software from CaseGuard in the amount of $15,792 and related hardware in the amount of $3,060, for a total of $18,852. REC O M M E N D A TI ONRECOMMENDATION Staff recommends that Council approve the attached resolution to amend the 2024 Police Department Operations Budget. A t t a chment sAttachments RES 24-125 3/26/2024 24-125 RESOLUTION CARRIED 6-0 PURPOSE: APPROVE AMENDMENT TO 2024 OPERATIONS BUDGET TO PROVIDE FUNDING FOR THE PURCHASE OF POLICE DEPARTMENT REDACTION SOFTWARE INITIATED BY : FINANCE DEPARTMENT WHEREAS, the Common Council has adopted the 2024 Operations Budget, which are on file in the Office of the City Clerk and available for public inspection; and WHEREAS, it is necessary to amend the 2024 Police Department Operations Budgets to account for the purchase of redaction software and related equipment. NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Oshkosh by the Common Council of the City of Oshkosh that the 2024 Operations Budgets, on file in the City Clerk's Office, are hereby amended to transfer: $10,000 from Acct No. 01000211-6102 Police Regular Pay to Acct. No. 01000211-6415 Police Subscrip/Licens Cnts; and $5000 from Acct No. 01000211-6102 Police Regular Pay to Acct. No. 01000211-6550 Police Minor Equipment. TO :T O :Honorable Mayor and Members of the Common Council FRO M :FRO M :Mike Stanley, Fire Chief D A TE :D A T E :March 26, 2024 SUB JEC T:SUB JEC T :Res 24-126 Approve Agreement Renewal for Urban Search and Rescue Emergency Response Services between the City of Oshkosh and the State of Wisconsin B A C KGRO UN DBACKGROUND The Oshkosh Fire Department has historically had an agreement with the State of Wisconsin Division of Emergency Management for urban search and rescue emergency response services to provide personnel for the Task Force-1 team (TF-1). A N A L Y SI SANALYSIS This agreement would allow the Oshkosh Fire Department to continue being a part of the Wisconsin Task Force-1 Team. The Oshkosh Fire Department would provide personnel to participate in a statewide urban search and rescue team when requested by the State of Wisconsin Division of Emergency Management. FI SC A L I M P A CTFISCAL I M P A C T The Oshkosh Fire Department will be reimbursed quarterly by the State of Wisconsin for personnel participating in training and exercises associated with the TF-1 team. Reimbursement for response costs will occur 60 days after the request is submitted when the incident is concluded. These funds will be deposited in account 0100-0230-4524 Fire Department Non-Special Event Revenue. REC O M M E N D A TI ONRECOMMENDATION The recommendation would be that Common Council approve the agreement between the City of Oshkosh and the State of Wisconsin for urban search and rescue emergency response services. A t t a chment sAttachments RES 24-126 Urban Search and Rescue 2024-2026 Agreement 03/26/2024 24-126 RESOLUTION CARRIED 6-0 PURPOSE: APPROVE AGREEMENT RENEWAL FOR URBAN SEARCH AND RESCUE EMERGENCY RESPONSE SERVICES BETWEEN THE CITY OF OSHKOSH AND THE STATE OF WISCONSIN INITIATED BY : FIRE DEPARTMENT NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Oshkosh that the attached Agreement between the City of Oshkosh and the State of Wisconsin Division of Emergency Management for urban search and rescue emergency response services is hereby approved for renewal for the period from July 1, 2024, through June 30, 2026 and the proper City officials are hereby authorized to execute and deliver the agreement in substantially the same form as attached hereto, any changes in the execution copy being deemed approved by their respective signatures, and said City officials are authorized and directed to take those steps necessary to implement the terms and conditions of the Agreement. 1 AGREEMENT FOR URBAN SEARCH AND RESCUE EMERGENCY RESPONSE SERVICES July 1, 2024, through June 30, 2026 Between STATE OF WISCONSIN DEPARTMENT OF MILITARY AFFAIRS DIVISION OF EMERGENCY MANAGEMENT And CITY OF OSHKOSH 2 This agreement (Agreement) is by and between the State of Wisconsin through the Department of Military Affairs (the Department), Division of Emergency Management (the Division) and City of Oshkosh, Wisconsin (Participating Agency), a Local Agency, regarding the provision of personnel by Participating Agency to a statewide urban search and rescue team created pursuant to Wis. Stat. § 323.72(1). The Division and Participating Agency are each a Party and, collectively, the Parties. RECITALS 1.0 To protect life and property against the dangers of emergencies, the Division has, pursuant to Wis. Stat. § 323.72(1), established a US&R team that can be deployed to provide Services in response to Emergencies. 2.0 The Division desires to enter into this Agreement with Participating Agency for the purpose of having Participating Agency supply qualified employees to serve on such a team and Participating Agency desires to provide such employees. NOW THEREFORE, for the mutual promises set forth below, the Parties agree as follows: TERMS AND CONDITIONS 1.0 Recitals: The Recitals are incorporated by reference. 2.0 Definitions: The following definitions are used throughout this Agreement: 2.1 “Advisory Committee” means the WI-TF1 Advisory Committee established by this Agreement and consisting of five or seven members appointed by the Board of Directors of the Wisconsin State Fire Chiefs’ Association. 2.2 “All-Hazards” means the grouping classification encompassing all conditions, environmental or man-made, that have the potential to cause injury, illness or death or damage to or loss of equipment, infrastructure services or property or, alternatively, causing functional degradation to societal, economic, or environmental aspects. 2.3 “Certification” means an affirmation that a candidate has successfully met the requirements of a standard or level of a standard through a valid and reliable assessment as approved by the National Board on Fire Service Professional Qualifications. 2.4 “Emergency” or “Emergencies” means an incident(s) or event(s) for which, in the sole determination of the Division, Services are needed to supplement state and local efforts and capabilities to save lives and protect property and public health and safety or to lessen or avert the threat of a catastrophe. 2.5 “Harm” means, at a minimum, human casualties, destruction of property, adverse economic impact and/or damage to natural resources. 3 2.6 “Incident” means any natural, technological, or human-caused occurrence that may cause Harm and that may require action. Incidents may include major disasters, terrorist attacks, wildland and urban fires, floods, hazardous materials, explosions, nuclear accidents, aircraft accidents, earthquakes, cyberattacks, hurricanes, tornadoes, tropical storms, public health and medical emergencies, law enforcement encounters, service calls, mutual aid, false alarms, and other occurrences requiring an emergency response. 2.7 “Local Agency,” pursuant to Wis. Stat. §§ 323.70(1)(b) and 323.72(1), means an agency of a county, city, village, or town, including a municipal police or fire department, a municipal health organization, a county office of emergency management, a county sheriff, an emergency medical service, a local emergency response team, or a public works department. 2.8 “REACT Center” means the Regional Emergency All-Climate Training Center, which is a training facility owned and operated by the State of Wisconsin, Department of Military Affairs and operated by the Division. 2.9 “Services” means US&R emergency response services as described in Wis. Stat. § 323.72(1) and any subsequent amendments to that statute, which include services involving search, rescue and recovery in the technical rescue disciplines including structural collapse, rope rescue, vehicle extrication, machinery extrication, confined space, trench, excavation, and water operations in an US&R environment. 2.10 “US&R” means urban search and rescue, which involves the location, rescue (extrication), and initial medical stabilization of victims trapped in confined spaces. Structural collapse is most often the cause of victims being trapped, but victims may also be trapped in transportation accidents, mines and collapsed trenches. US&R is considered an all-hazards discipline, as it may be needed for a variety of emergencies or disasters, including earthquakes, hurricanes, typhoons, storms and tornadoes, floods, dam failures, technological accidents, terrorist activities, and hazardous materials releases. 2.11 “WI-TF1” means the all-hazards US&R team authorized by Wis. Stat. § 323.72(1) made up of firefighters, engineers, medical professionals, canine handlers, incident managers, and others that is a core component of a Search and Rescue Essential Support Function mission, including a Type 1 US&R task force, Type 3 US&R task force or any component thereof, as designated by the Federal Emergency Management Agency National Incident Management System Search and Rescue resource typing system. See Wis. Stat. § 323.72(7). 3.0 Participating Agency Obligations: 3.1. Recognizing that many of Participating Agency’s employees who are potential candidates for appointment to WI-TF1 may not have all required training as of the date this Agreement begins, the Parties agree to proceed as follows within 90 days after the Agreement begins. 4 3.1.1 After individuals selected for training have successfully completed the training, Participating Agency shall provide, on a form prescribed by the Division, a list of trained individuals that it deems to be good candidates for appointment to WI-TF1 but for the need for up-to-date training. The Division shall select individuals from list for initial and/or refresher training required by Section 4.0 of this Agreement. 3.2 Once the employees Participating Agency proposed to be appointed to WI-TF1 have successfully completed the required training, Participating Agency shall provide to the Division for Division approval a list on a form prescribed by the Division of one or more employees fully trained as set forth in Section 4.0 of this Agreement who Participating Agency proposes be a WI-TF1 member for Division approval, along with a description of the anticipated role the employee would have on WI-TF1 (e.g., Medical Specialist, Structural Collapse Search Technician, etc.). Only those employees who Participating Agency can demonstrate to the Division’s satisfaction meet the following criteria at the time Participating Agency submits the list may be included on the list: 3.2.1 Possess all required training and certifications necessary to perform Services in the specific role the employee would fill on WI-TF1, based on the training, competency, and job performance requirement standards for an US&R task force issued by the National Fire Protection Association (NFPA), the most current version of the urban search and rescue standards issued by the Emergency Management Accreditation program, and any training standards required by law, rule or regulation. 3.2.2 Are employees in good standing. 3.2.3 Are not probationary employees. 3.2.4 Have been subjected to a background check by Participating Agency or the Division. 3.2.5 Meet any medical or fitness standards agreed upon by the WI-TF1 Advisory Committee and the Division. 3.2.6 Have been instructed on and, as required by the State of Wisconsin, are able to meet the then-current COVID-19 standards set by the State of Wisconsin, for its employees, including vaccination, testing, and mask-wearing requirements. 3.3 The Division, in consultation with the Advisory Committee established pursuant to Section 3.7 below, may appoint one or more of the employees on the list to the WI-TF1. Inclusion on the list or proposed WI-TF1 members does not guarantee appointment. 3.4 Upon receipt of an emergency response request by the Division pursuant to the Standard Operating Procedures, Participating Agency shall direct employees who have been appointed to WI-TF1 and designated for mobilization to travel to the REACT Center or such other location as designated by the Division to be deployed to provide Services in response to an Emergency. 5 3.5 Participating Agency may not self-deploy WI-TF1 members. This prohibition does not prevent Participating Agency from deploying its employees to respond to emergencies where urban search and rescue services are needed or responding with urban search and rescue vehicles, equipment and supplies under local authority, mutual aid agreements or other contracts entered into under local authority. Participating Agency recognizes that it is not entitled to reimbursement by the Division for such response costs and that the Division will not supply equipment or vehicles for such responses. 3.6 Participating Agency shall comply with all requirements of any grants which provide funding for WI-TF1. 3.7 An Advisory Committee has been established, the duties of which will be defined by the WI- TF1 Standard Operating Procedures. 3.8 The Division, in consultation with the Advisory Committee, has the authority to immediately suspend or terminate a WI-TF1 member from participation on the task force. 4.0 Required Training and Exercises: 4.1 All required training and exercises must be done at the REACT Center or at a location pre- approved in writing by the Division in consultation with the Advisory Committee. Refresher training shall be a minimum of eighteen (18) hours per WI-TF1 member per year. Additional specialty training may be made available at REACT upon written pre-approval by the Division. Participation in required training and exercises will be in accordance with the WI-TF1 Attendance Policy approved by the Division in consultation with the Advisory Committee. 4.2 Non-Duty Status: All individuals attending training or exercises at the REACT Center shall be in a non-duty status with Participating Agency. 4.3 Training and Exercise Schedule: To facilitate planning for required training and exercises, the REACT Center shall post the relevant schedule a minimum of twelve months in advance of the start date of the training, except that specialized training may be made available with less advance notice. Changes may be made to the training and exercise schedule for unforeseen circumstances by notification of Participating Agencies. The Division will provide as much advanced notice of any changes as possible. 5.0 Response Procedures and Limitations: 5.1 Participating Agency recognizes that its obligations under this Agreement are paramount to the State of Wisconsin. Participating Agency agrees that, if local fire response obligations in Participating Agency’s own jurisdiction would limit necessary resources necessary to provide Services in response to an Emergency or make such resources unavailable, Participating Agency will seek aid from local jurisdictions to assist in local fire response obligations in Participating Agency’s own jurisdiction to ensure availability of resources for the performance of Services. 6 5.2 Participating Agency and the Division agree that WI-TF1 or components of it may be used for any Emergency for which WI-TF1 members are trained and qualified. 5.3 Participating Agency’s obligation to provide services under this Agreement shall arise, with respect to specific Emergency response actions, upon receipt of an Emergency response request pursuant to the Standard Operating Procedures. See Section 7 below. 6.0 Right of Refusal: If, on occasion, a response under this Agreement would temporarily place a verifiable undue burden on the Participating Agency because Participating Agency's resources are otherwise inadequate or unavailable and mutual aid is unavailable, then if notice has been provided to the Division, the Participating Agency may decline a request for personnel to staff WI-TF1 and/or for response equipment. 7.0 Standard Operating Procedures: Participating Agency and Division agree that WI-TF1 operations will be conducted in accordance with Standard Operating Procedures and a "Call-Out Procedure" that will be mutually approved by the Parties and other Local Agencies providing WI-TF1 members. Participating Agency agrees that it shall ensure that any of its employees appointed to WI- TF1 comply with these procedures. 8.0 Reimbursement of Costs There are three types of Participating Agency costs that shall be reimbursed under this Agreement: (1) costs related to providing requested Services and (2) required training and exercise costs; and (3) costs related to an increase in duty-disability benefit premiums due to an injury a WI-TF1 member sustained while performing under this Agreement. In seeking reimbursement for those costs, Participating Agency shall comply with all Division-approved procedures and any relevant administrative rules. 9.0 Reimbursement for Response Costs: 9.1 Pursuant to Wis. Stat. § 323.72(2), the Division shall reimburse Participating Agency for costs incurred by Participating Agency in responding to an Emergency and providing Services at the request of the Division within 60 days after receiving a complete application for reimbursement on a form prescribed by the Division but only if (1) the Division determines that the provision of Services was necessary; and (2) Participating Agency applies for reimbursement within 45 days after the conclusion of that deployment of WI-TF1 for that particular Emergency. 9.2 Recoverable costs include but are not limited to the use of vehicles and apparatus, personnel expenses, backfill expenses and emergency expenses. The amount of reimbursement for the enumerated costs are as follows: 9.2.1 Reimbursement for use of Vehicle(s) and Apparatus: Participating Agency shall be 7 reimbursed for the approved use of its vehicles and equipment in providing Services at FEMA-established rates. 9.2.2 Personnel Expenses: Reasonable personnel expenses relating to WI-TF1 members deployed at the direction of the Division to provide Services which are reimbursable at $55.00 per hour per deployed employee. During a deployment, this shall be calculated as portal to portal. 9.2.3 Backfill expenses: Participating Agency’s reasonable personnel expenses incurred to cover the duties of employees deployed to provide Services as part of WI-TF1 are reimbursable at the Participating Agency’s actual cost. 9.2.4 Emergency Expenses: Participating Agency's necessary and reasonable emergency expenses related to deploying employees to provide Services, which expenses must be based on actual expenditures and fully documented by the Participating Agency. The Division reserves the right to deny any reimbursement of Participating Agency expenditures it deems to be unreasonable or unjustifiable. 9.3 Participating Agency agrees to make reasonable and good faith efforts to minimize its costs related to providing personnel and equipment to perform Services in response to an Emergency. 10.0 Payment for Training and Exercise Costs: 10.1 In any given fiscal year, Participating Agency shall be paid for any training and participation in exercises of employees who the Division has appointed to WI-TF1 that is pre-authorized in writing by the Division at a rate of $55 per hour per appointed employee consistent with the Attendance Policy. 10.2 Such payment will be made on a quarterly basis as determined by reference to the state’s fiscal year. For example, the first quarter will be from July 1 through September 30 and so forth. 10.3 The Division will not pay for Participating Agency’s personnel backfill expenses to cover team members who are traveling to and from or participating in training or exercises. 11.0 Reimbursement of Increased Duty Disability Costs: 11.1 The Division shall reimburse Participating Agency for costs incurred by Participating Agency for any increase in contributions for duty disability premiums under Wis. Stat. § 40.05(2)(aw) for its employees who are WI-TF1 members and who receive duty disability benefits under Wis. Stat. § 40.65 because of an injury that occurred while performing duties as a member of WI-TF1. 11.2 Application for reimbursement under this Section shall be made after the close of the State’s fiscal year and shall seek reimbursement for any cost due to increased premiums referred to above imposed in the prior fiscal year. 8 11.3 Payment under this Section shall be made within 60 days of receipt of documentation of the following: 11.3.1 That the WI-TF1 member was injured while performing WI-TF1 duties after being deployed pursuant to a Division order. 11.3.2 That the member is receiving duty disability benefits because of such injury. 11.3.3 The amount of increase in premium for duty disability benefits to the Participating Agency that can be directly attributed to the receipt of such benefits by the member during the preceding fiscal year. 12.0 Employer-Employee Relationship and Obligations Maintained: Except as provided in this Agreement, Participating Agency employees who are WI-TF1 members remain employees of Participating Agency and are not employees of the State of Wisconsin. This means, in part, that Participating Agency’s employees are not entitled to Division contribution for any Public Employees Retirement Withholding System benefit(s), nor to any other benefits or any wage provided by the State of Wisconsin to its employees. Participating Agency shall be responsible for payment/withholding of any applicable federal, Social Security and State taxes from any wages paid or benefits provided to its employees. 13.0 Worker's Compensation: A WI-TF1 member acting under this Agreement is an employee of the state for purposes of worker's compensation pursuant to Wis. Stat. § 323.72(4). 14.0 Dual Payment: Participating Agency shall not be compensated for work performed under this Agreement both by the Division and any other state agency or person(s) responsible for causing an Emergency except as approved and authorized under this Agreement. 15.0 Reasonable Efforts: Participating Agency shall make reasonable and good-faith efforts to minimize its costs related to its employees’ participation in WI-TF1 training, exercise, and Emergency response Services. 16.0 Liability and Indemnity 16.1 Scope: During operations authorized by this Agreement, WI-TF1 members supplied by Participating Agency are agents of the state for purposes of Wis. Stat. § 895.46(1). For the purposes of this Section, operations means activities, including travel, directly related to 9 providing Services. Operations also include training activities provided under this Agreement to WI-TF1 members but does not include travel to and from any training required or permitted under this Agreement. 16.2 Civil liability exemption; regional emergency response teams and their sponsoring agencies: Pursuant to Wis. Stat. § 895.483(4), Participating Agency and its employees who are members of WI-TF1 are immune from civil liability for acts or omissions related to carrying out the Services. 16.3 Participating Agency Indemnification of State: When acting as other than an agent of the State of Wisconsin under this Agreement, and when using the State's or Division's vehicles or equipment, Participating Agency shall indemnify, defend and hold harmless the State, which includes the Department, the Division and all state agencies, and its officers, officials, agents, employees, and members from all claims, suits or actions of any nature, including actions for attorneys’ fees, arising out of the activities or omissions of Participating Agency, its officers, officials, subcontractors, agents or employees. 17.0 Insurance Obligations: 17.1 Insurance obligations are set forth in the Standard Terms and Conditions attached as Exhibit A. Prior to commencement of this Agreement, Participating Agency must either provide to the Division a certificate of insurance or, if Participating Agency is self-insured or uninsured, a certificate of protection in lieu of insurance certifying that Participating Agency is protected by a self-funded liability and property program or alternative funding source(s). Such certification must be provided on an annual basis. 17.2 Participating Agency agrees that it shall not cancel or make a material change to the insurance required by this Agreement without 30 days written notice to the Division. 18.0 Standard Terms and Conditions: The Wisconsin Standard Terms and Conditions are attached as Exhibit A and are incorporated into this Agreement by reference. 19.0 Miscellaneous 19.1 Disclosure of Independence and Relationship: Participating Agency certifies that no relationship exists between it, the State of Wisconsin or the Division that interferes with fair competition or is a conflict of interest, and no relationship exists between the team and another person or organization that constitutes a conflict of interest with respect to a state contract. The Department of Administration may waive this provision, in writing, if those activities of the Participating Agency will not be averse to the interest of the State. Participating Agency agrees as part of this Agreement that, during performance of the terms of this Agreement, they will neither provide contractual services nor enter into any 10 agreement to provide services to a person or entity that is regulated or funded by the Department or has interests that are adverse to the Department. The Department of Administration may waive this provision, in writing, if those activities of the Participating Agency will not be adverse to the interests of the state. 19.2 Dual Employment: Wis. Stat. § 16.417 prohibits an individual who is a state employee or who is retained as a consultant full-time by a state agency from being retained as a consultant by the same or another agency where the individual receives more than $5,000 as compensation. This prohibition applies only to individuals and does not include corporations or partnerships. 19.3 Employment: Participating Agency will not engage the service of any person or persons now employed by the state, including any department, commission, or board thereof, to provide services relating to this Agreement without the written consent of the employer of such person or persons and the Department and Division. 19.4 Conflict of interest: Private and non-profit corporations are bound by Wis. Stat. §§ 180.0831 and 181.225 regarding conflicts of interest by directors in the conduct of state contracts. 19.5 Recordkeeping and Record Retention: The Participating Agency shall establish and maintain adequate records of all expenditures incurred under the Agreement. All records must be kept in accordance with generally accepted accounting principles and be consistent with federal and state laws and local ordinances. The Division, the federal government, and their duly authorized representatives shall have the right to audit, review, examine, copy, and transcribe any pertinent records or documents relating to any contract resulting from this Agreement held by Participating Agency. The Participating Agency shall retain all documents applicable to the Agreement for a period of not less than three (3) years after the final payment is made or longer where required by law. 19.6 Indemnification Regarding Employment Disputes: Participating Agency shall indemnify, defend, and hold harmless the State of Wisconsin, including the Division and the Department, with respect any disputes Participating Agency may have with its employees. Such disputes include but are not limited to charges of discrimination, harassment, improper wage payment, and discharge without just cause. 19.7 Term, Termination and Review of Agreement: 19.7.1 Term: This Agreement shall begin on July 1, 2024, and terminate on June 30, 2026, unless terminated earlier pursuant to Section 19.7.2. 19.7.2 Termination: 19.7.2.1 The Division and/or Participating Agency may terminate this Agreement at any time upon one hundred twenty (120) days written notice to the other Party. 11 19.7.2.2 The Division may also terminate this Agreement at will effective upon delivery of written notice to the Participating Agency under any of the following conditions: 19.7.2.2.1 Funding from federal, state, or other sources is not obtained and/or continued at levels sufficient to allow for training. 19.7.2.2.2 Federal or state laws, rules, regulations, or guidelines are modified, changed, or interpreted in such a way that the services are no longer allowable or appropriate for purchase under this Agreement or are no longer eligible for the funding proposed for payments by this Agreement. 19.7.2.2.3 Any license or certification required by law or regulation to be held by the Participating Agency to provide the services required by this Agreement is for any reason denied, revoked, lapses, or not renewed. 19.7.2.3 Any termination of the Agreement shall be without prejudice to any obligations or liabilities of either party already accrued prior to such termination. Upon termination, the Division’s liability under Sections 8-11 will be limited to events occurring during the term of this Agreement. 19.7.3 Review: The Agreement shall be reviewed by the Parties and other participating agencies no later than six (6) months prior to the expiration of this Agreement. 19.8 Entire Agreement: The contents of the Agreement including its Exhibits shall constitute the entire agreement between the Parties relating to the subject matter of the Agreement. The Agreement supersedes any and all prior agreements, whether expressed orally or in writing, relating to the subject matter of the Agreement. 19.9 Applicable Law: This Agreement shall be governed by the laws of the State of Wisconsin. The Participating Agency and State shall at all times comply with and observe all federal and state laws and regulations, the federal and state constitutions, and local ordinances and regulations in effect during the period of this Agreement and which may in any manner affect its performance of its obligations under this Agreement, including the provision of Services. 19.10 Assignment: No right or duty of the Participating Agency under this Agreement, whole or in part, may be assigned or delegated without the prior written consent of the State of Wisconsin. 19.11 Successors in Interest: The provisions of the Agreement shall be binding upon and shall inure to the benefit of the parties to the Agreement and their respective successors and 12 permitted assigns. 19.12 Force Majeure: Neither party to this Agreement shall be held responsible for delay or default caused by fire, riots, acts of God and/or war or for other reasons beyond that Party's reasonable control. 19.13 Notifications: Participating Agency shall immediately report by telephone and in writing any demand, request, or occurrence that reasonably may give rise to a claim against the State, its officers, Divisions, agents, employees, and members. Such reports shall be directed to: ATTN: Administrator Division of Emergency Management DMA Wisconsin PO Box 7865 Madison, WI 53707-7865 Telephone #: (608) 242-3232 FAX #: (608) 242-3247 Copies of such written reports shall also be sent to: ATTN: Office of the Department of Military Affairs General Counsel Wisconsin Department of Military Affairs 2400 Wright Street Madison, WI 53704 19.14 Severability: If any provision of this Agreement is declared by a court to be illegal or in conflict with any law, the validity of the remaining terms and provisions shall not be affected. The rights and obligations of the parties shall be construed and enforced as if the Agreement did not contain the particular provision held to be invalid. 19.15 Amendments: The terms of this Agreement shall not be waived, altered, modified, supplemented, or amended in any manner whatsoever without prior written approval of Division and Participating Agency. 19.16 Approval Authority: Participating Agency's representative(s) certify by their signature herein that he or she has the necessary and lawful authority to enter into contracts and agreements on behalf of Participating Agency. 19.17 No Waiver: No failure to exercise, and no delay in exercising, any right, power or remedy, including payment, hereunder, on the part of the Division, state, or Participating Agency shall operate as a waiver of the same, nor shall any single or partial exercise of any right, power or remedy preclude any other or further exercise of the same or the exercise of any other right, power or remedy created by the Agreement. No express waiver shall affect any event or default other than the event or default specified in such waiver, and any such waiver, to be effective, must be in writing and shall be operative only for the time and to the extent expressly provided in the written waiver. A waiver of any covenant, term or condition 13 contained herein shall not be construed as a waiver of any subsequent breach of the same covenant, term or condition. 19.18 Construction of Agreement: This Agreement is intended to be solely between the Parties. No part of the Agreement shall be construed to add, supplement, amend, abridge, or repeal existing rights, benefits or privileges of any third party or parties, including but not limited to employees of either of the Parties. The Division and Participating Agency make no representations to third parties with regard to the ultimate outcome of the provision of Services. Approving Signatures: ON BEHALF OF THE WISCONSIN EMERGENCY MANAGEMENT DIVISION Dated this day of _____________, 2024 __________________________________________ Greg Engle, Acting Division Administrator ON BEHALF OF THE CITY OF OSHKOSH Dated this day of _____________, 2024 __________________________________________ Mark Rohloff, City Manager Dated this day of _____________, 2024 __________________________________________ Diane Bartlett, City Clerk 14 Dated this day of _____________, 2024 __________________________________________ Russ Van Gompel, Director of Finance APPROVED AS TO FORM Dated this day of _____________, 2024 __________________________________________ Lynn Lorenson, City Attorney ON BEHALF OF THE CITY OF OSHKOSH FIRE DEPARTMENT Dated this day of _____________, 2024 __________________________________________ Mike Stanley, Fire Chief 15 EXHIBIT A EXHIBIT A TO AGREEMENT FOR URBAN SEARCH AND RESCUE EMERGENCY RESPONSE SERVICES AGREEMENT (the Agreement) STATE OF WISCONSIN STANDARD TERMS AND CONDITIONS ANTITRUST ASSIGNMENT: The Participating Agency and the State of Wisconsin recognize that in actual economic practice, overcharges resulting from antitrust violations are in fact usually borne by the State of Wisconsin (purchaser). Therefore, the Participating Agency hereby assigns to the State of Wisconsin any and all claims for such overcharges as to goods, materials or services purchased in connection with this Agreement. APPLICABLE LAW AND COMPLIANCE: This Agreement shall be governed under the laws of the State of Wisconsin. The Participating Agency shall at all times comply with and observe all federal and state laws, local laws, ordinances, and regulations which are in effect during the period of this Agreement and which in any manner affect the work or its conduct. The State of Wisconsin reserves the right to cancel this Agreement if the Participating Agency fails to follow the requirements of s. 77.66, Wis. Stats. and related statutes regarding certification for collection of sales and use tax. The State of Wisconsin also reserves the right to cancel this Agreement with any federally debarred Participating Agency or a Participating Agency that is presently identified on the list of parties excluded from federal procurement and non-procurement Agreements. CANCELLATION: The State of Wisconsin reserves the right to cancel any Agreement in whole or in part without penalty due to nonappropriation, unavailability or insufficiency of funds or for failure of the Participating Agency to comply with terms, conditions, and specifications of this Agreement. WORK CENTER CRITERIA: A work center must be certified under s.16.752, Wis. Stats., and must ensure that when engaged in the production of materials, supplies or equipment or the performance of contractual services, not less than seventy-five percent (75%) of the total hours of direct labor are performed by severely handicapped. INSURANCE RESPONSIBILITY: The Participating Agency performing services for the State of Wisconsin shall: Maintain worker's compensation insurance as required by Wisconsin Statutes, for all employees engaged in the work. Maintain commercial liability, bodily injury and property damage insurance against any claim(s) which might occur in carrying out this agreement/Agreement. Minimum coverage shall be one million ($1,000,000) liability for bodily injury and property damage including products liability and completed operations. Provide motor vehicle insurance for all owned, non-owned and hired vehicles that are used in carrying out this Agreement. Minimum coverage shall be one million ($1,000,000) per occurrence combined single limit for automobile liability and property damage. The state reserves the right to require higher or lower limits where warranted. NONDISCRIMINATION / AFFIRMATIVE ACTION: In connection with the performance of work under this Agreement, the Participating Agency agrees not to discriminate against any employee or applicant for employment because of age, race, religion, color, handicap, sex, physical condition, developmental disability as defined in s.51.01(5), Wis. Stats., sexual orientation as defined in s.111.32(13m), Wis. Stats., or national origin. This provision shall include, but not be limited to, the following: employment, upgrading, demotion or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. Except with respect to sexual orientation, the Participating Agency further agrees to take affirmative action to ensure equal employment opportunities. Contracts estimated to be over fifty thousand dollars ($50,000) require the submission of a written affirmative action plan by the Participating Agency. An exemption occurs from this requirement if the Participating Agency has a workforce of less than fifty (50) employees. Within fifteen (15) working days after the Agreement is awarded, the Participating Agency must submit the plan to the contracting state agency for approval. Instructions on preparing the plan and technical assistance regarding this clause are available from the contracting state agency. The Participating Agency agrees to post in conspicuous places, available for employees and applicants for employment, a notice to be provided by the contracting state agency that sets forth the provisions of the State of Wisconsin's nondiscrimination law. Failure to comply with the conditions of this clause may result in the Participating Agency's becoming declared an "ineligible" Participating Agency, termination of the Agreement, or withholding of payment. 16 Pursuant to 2019 Wisconsin Executive Order 1, Participating Agency agrees it will hire only on the basis of merit and will not discriminate against any persons performing a contract, subcontract or grant because of military or veteran status, gender identity or expression, marital or familial status, genetic information or political affiliation. Pursuant to s. 16.75(10p), Wis. Stats., Participating Agency agrees it is not, and will not for the duration of the Agreement, engage in a prohibited boycott of the State of Israel as defined in s. 20.931(1)(b). State agencies and authorities may not execute a contract and reserve the right to terminate an existing contract with a company that is not compliant with this provision. This provision applies to contracts valued $100,000 or over. PUBLIC RECORDS. Upon receipt of notice from the State of Wisconsin of a public records request for records produced or collected under this Agreement, the Participating Agency shall provide the requested records to the contracting agency in order to ensure compliance with s. 19.36(3), Wis. Stats. Participating Agency, following final payment under this Agreement, shall retain all records produced or collected under this Agreement for six (6) years. Participating Agency is also considered a contractor for the purposes of Wis. Stat. § 19.36(3) and must comply with its provisions. TAXES: The State of Wisconsin, including all its agencies, is required to pay the Wisconsin excise or occupation tax on its purchase of beer, liquor, wine, cigarettes, tobacco products, motor vehicle fuel and general aviation fuel. However, it is exempt from payment of Wisconsin sales or use tax on its purchases. The State of Wisconsin may be subject to other states' taxes on its purchases in that state depending on the laws of that state. VENDOR TAX DELINQUENCY: Vendors who have a delinquent Wisconsin tax liability may have their payments offset by the State of Wisconsin. TO :T O :Honorable Mayor and Members of the Common Council FRO M :FRO M :Jon Urben, General Services Manager D A TE :D A T E :March 26, 2024 SUB JEC T:SUB JEC T :Res 24-127 Award Bid to Folske Electrical Services LLC for Generator Replacements at Stations 17, 18 & 19 for the Oshkosh Fire Department ($248,994.00) B A C KGRO UN DBACKGROUND In the 2024 CIP, the Common Council allocated $775,000.00 from ARPA funding to replace the three aging emergency generators at Fire Department Stations 17, 18, and 19. This project will install 50 kw natural gas generators at these fire stations placed on-grade within concrete block enclosures and chain-link fence access to improve service/maintenance requirements. The new generators will include a temporary docking station to accommodate connection to a temporary generator, should the new generator be out of service for maintenance. The project will also replace the transfer switches at each site to ensure reliable operation and communications of the generators. At their November 28, 2023 meeting (Res 23-598), the Common Council approved the cooperative purchase of three 50KW Generac generators for this project from Wolter, Inc. for $160,995.00. The generators have now been received and are waiting to be installed at these fire stations. Last fall, the city engaged Hanson Design Group LLC to design the bid specifications for this project for $55,100.00. The purpose of this memo is to recommend awarding of the bid for the electrical contractor to install these three generators. A N A L Y SI SANALYSIS Working with Hanson Design Group LLC and Fire Department staff, Purchasing prepared bid specifications for one electrical contractor to install all three generators. The bid was posted on DemandStar. Bids were due March 14, 2024. While three bids were received, only two bids met the minimum bid specifications. The bid tab is attached. Based on the bid review, it was the consensus of staff that the low bid received met all of the minimum bid requirements and covered all aspects of the project in their bid. FI SC A L I M P A CTFISCAL I M P A C T The fiscal impact of this bid is $248,994.00. This bid, added to the cooperative purchase of the three generators of $160,995.00 and Hanson Design Group LLC's design fee of $55,100.00, brings the total fiscal impact of this project to $465,089.00. This bid will be charged to A/N#: 02240230 7214 15431 (Buildings and Building Improvements -- ARPA: Fire Buildings Improvements). REC O M M E N D A TI ONRECOMMENDATION Purchasing recommends the Common Council award this bid to Folske Electrical Services, LLC. for $248,994.00 A t t a chment sAttachments RES 24-127 Bid Tab Generator Replacements OFD 17-19 03/26/2024 24-127 RESOLUTION CARRIED 6-0 PURPOSE: AWARD BID TO FOLSKE ELECTRICAL SERVICES LLC. FOR GENERATOR REPLACEMENTS AT STATIONS 17, 18 & 19 FOR THE OSHKOSH FIRE DEPARTMENT ($248,994.00) INITIATED BY : PURCHASING DEPARTMENT WHEREAS, the City of Oshkosh has heretofore advertised for bids for Generator Replacements at Stations 17, 18 & 19 for the Oshkosh Fire Department; and WHEREAS, upon the opening and tabulation of bids, it appears that the following is the most advantageous bid: Folske Electrical Services, LLC 4304 Cty N Oshkosh, WI 54904 Total: $248,994.00 NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Oshkosh that the said bid is hereby accepted and the proper City officials are hereby authorized and directed to enter into an appropriate agreement for the purpose of same, all according to plans, specifications, and bid on file. Money for this purpose is hereby appropriated from: Acct. No. 02240230 7214 15431 Buildings and Building Improvements – ARPA: Fire Buildings Improvements BID TAB OSHKOSH FIRE STATIONS 17, 18 AND 19 GENERATOR REPLACEMENTS THURSDAY, MARCH 14, 2024- 10:00 A.M. BIDDER BID PREQUAL. ADDENDA 1 & 2 BID BOND Elmstar Electric Corp 800 Eastline Road Kaukauna WI 55130 $559,947.00 YES YES YES Folske Electrical Services LLC 4304 Cty N Oshkosh WI 54904 $248,994.00 YES YES YES TO :T O :Honorable Mayor and Members of the Common Council FRO M :FRO M :Jon Urben, General Services Manager D A TE :D A T E :March 26, 2024 SUB JEC T:SUB JEC T :Res 24-128 Amend 2024 Capital Improvement Plan and Approve Purchase for Acquisition in 2027 of Three Ambulances from Emergency Vehicles Plus for Fire Department ($1,447,293.00) B A C KGRO UN DBACKGROUND In 2023, the Common Council waived the bid requirements for the purchase of three ambulances and allowed the Fire Department personnel to review, test, and recommend the purchase of equipment best meeting the operational and safety needs of the Department. At that time, Fire Department staff established a committee to develop specifications for replacement ambulances. After developing criteria and reviewing ambulance specifications, the committee determined that ambulances from Emergency Vehicles Plus (EV+) best meet the needs of these units. By utilizing EV+ for all front-line service needs, this standardization will prove critical for safe and efficient operation in emergency situations, as well as efficiency in the maintenance of the units. As you may recall, at their August 8, 2023 meeting (Resolution 23-406), the Common Council approved the purchase of three EV+ ambulances for $1,045,341.00. This past year, Fire Department staff identified the need to replace their three 2016 ambulances in the 2026 CIP with $1,300,200.00 assigned for this replacement. Fire Department staff recommend continuing with the EV+ ambulances as a replacement for these units. The purpose of this memo is to recommend that the 2024 Capital Improvement Plan be amended to move this project from 2026 to 2024 due to the 36-month manufacturing lead time for new ambulances. A N A L Y SI SANALYSIS It is the consensus of the committee and Fire Chief Mike Stanley that the EV+ ambulances noted above be recommended to replace the three 2016 ambulances. Additionally, to meet the Fire Department's goal to continue to ensure operational and maintenance compatibility and standards for their fleet moving forward, Purchasing concludes additional EV+ ambulance purchases would qualify as a standardization/sole source exception to our purchasing ordinance. Order discussions with EV+ confirmed that the delivery time from the order being placed is currently 36 months. Thus, to receive the ambulances in 2027, an order would need to be placed in 2024. FI SC A L I M P A CTFISCAL I M P A C T The 2026 CIP has a placeholder of $1,300,200 for the replacement of the three 2016 units. The fiscal impact from EV+ for three new ambulances meeting the original minimum specifications is now $1,447,293.00. To address the longer manufacturing lead time so the ambulances are completed by 2027, as well as the new cost difference of $147,093.00, staff is recommending that the 2024 Capital Improvement Plan be amended to move this project from 2026 to 2024 and increase the projected 2027 CIP budget for this purchase to $1,447,293.00. Therefore, an additional expenditure of $147,093.00 is planned for 2027. Financing for this unit will be obtained from the issuance of 2027 General Obligation debt proceeds. Payment is not due until delivery of the three ambulances, which will not occur until 2027. This purchase will be charged to A/N# 03230230 7210 66902 (Motor Vehicles- Fire Ambulances). REC O M M E N D A TI ONRECOMMENDATION Section 12-11 of the Municipal Code provides that subject to approval of the City Manager, purchases may be made without following a formal competitive bidding process when the purchase is from only one source of supply or when standardization or compatibility is the overriding consideration. In accordance with Section 12-11 of the Municipal Code and with approval by the City Manager, Purchasing recommends the Common Council amend the 2024 Capital Improvement Plan as noted above and purchase three ambulances from Emergency Vehicles Plus, 670 East 16th Street, Holland, MI 49423 for $1,447,293.00. If you have any questions on this recommendation, please contact Fire Chief Mike Stanley. A t t a chment sAttachments RES 24-128 03/26/2024 24-128 RESOLUTION CARRIED 6-0 PURPOSE: AMEND 2024 CAPITAL IMPROVEMENT PLAN AND APPROVE PURCHASE FOR ACQUISITION IN 2027 OF THREE AMBULANCES FROM EMERGENCY VEHICLES PLUS FOR FIRE DEPARTMENT ($1,447,293.00) INITIATED BY : PURCHASING DEPARTMENT WHEREAS, the 2026 Capital Improvement Program (CIP) includes a placeholder for three ambulances for the Fire Department; and WHEREAS, staff is recommending that the 2024 Capital Improvement Plan be amended to move this project from 2026 to 2024 and to increase the budget for this purchase by $147,093.00 to a total of $1,447,293.00; and WHEREAS, the Oshkosh Fire Department has previously studied and recommended the EV+ ambulances available through Emergency Vehicles Plus for ambulances and due to concerns for compatibility and standardization with other Department equipment recommends purchasing additional EV+ ambulances; and WHEREAS, Section 12-11 of the Municipal Code provides that subject to approval of the City Manager, purchases may be made without following a formal competitive bidding process when standardization or compatibility is an overriding consideration. NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Oshkosh that the 2024 Capital Improvements Budget, on file in the City Clerk’s Office, is hereby amended to move the 2026 CIP budget item for replacement of the three ambulances in the amount of $1,447,293.00 to the 2024 CIP Budget for purposes of making this purchase. BE IT FURTHER RESOLVED that the proper City officials are hereby authorized and directed pursuant to Section 12-11 of the Oshkosh Municipal Code to purchase the three ambulances from: Emergency Vehicles Plus 670 East 16th Street Holland, MI 49423 Total: $1,447,293.00 BE IT FURTHER RESOLVED that the proper City officials are hereby authorized and directed to enter into an appropriate agreement for the purpose of same. Money for this purpose is hereby appropriated from: Acct. No. 03230230 7210 66902 Motor Vehicles- Fire Ambulances TO :T O :Honorable Mayor and Members of the Common Council FRO M :FRO M :Jon Urben, General Services Manager D A TE :D A T E :March 26, 2024 SUB JEC T:SUB JEC T :Res 24-129 Award Bid to Cardinal Construction Co, Inc. for Waldwic Gallery Renovation for the Oshkosh Public Museum ($241,441.00) B A C KGRO UN DBACKGROUND The Waldwic Gallery (also known as the Multi-Purpose Gallery) in the Oshkosh Public Museum has been planned since 2017. A multi-phased approach to updating permanent exhibition spaces on the second floor called for the renovation of the space, once used for the permanent exhibition "Memories and Dreams," now in its second phase. This specific project developed from the growing need for a larger, more flexible gallery space. This 1,970 sq. ft. area will be used to host staff-curated and national traveling exhibitions. Facility Engineering Inc. (FEI) has been engaged to provide architectural/design services and the bid specifications for this project. This project will replace or upgrade various building systems in the gallery including architectural, mechanical, electrical, life safety, and ADA compliance. Additionally, the renovation will address the fire sprinkler system and update aesthetic elements such as space layout and occupant transfer, lighting and doors, and wall, floor, and ceiling finishes. The renovation is expected to begin in April and be completed by this fall. A N A L Y SI SANALYSIS Working with FEI and Museum staff, Purchasing prepared bid specifications for this project. The bid was posted on DemandStar. Bids were due March 7, 2024. While two bids were received, only one bid met the minimum bid specifications. The bid tab is attached. Based on the bid review, it was the consensus of staff that the sole bid received met the minimum bid requirements and covered all aspects of the project in their bid. FI SC A L I M P A CTFISCAL I M P A C T The fiscal impact of this bid is $241,441.00. This bid, added to FEI's design fee of $35,655.00 brings the total fiscal impact of this project to $277,096.00. Funds for this project are from FY22 CIP funding, ARPA, and an approved transfer of fund savings from a previous project (Resolution 23-352, approved July 11, 2023). This bid will be charged to A/N#: 03231070 7214 63170 (Building and Building Improvements- Museum CIP Fund for the General Purpose Room). There is a balance of approximately $365,000.00 in this account for this award. REC O M M E N D A TI ONRECOMMENDATION Purchasing recommends the Common Council award this bid to Cardinal Construction Co., Inc. for $241,441.00. A t t a chment sAttachments RES 24-129 Bid Tab Waldwic Gallery Renovation 03/26/2024 24-129 RESOLUTION CARRIED 6-0 PURPOSE: AWARD BID TO CARDINAL CONSTRUCTION CO, INC. FOR WALDWIC GALLERY RENOVATION FOR THE OSHKOSH PUBLIC MUSEUM ($241,441.00) INITIATED BY : PURCHASING DEPARTMENT WHEREAS, the City of Oshkosh has heretofore advertised for bids for Waldwic Gallery Renovation for the Oshkosh Public Museum; and WHEREAS, upon the opening and tabulation of bids, the following is the only bid: Cardinal Construction Co., Inc 1183 Industrial Parkway Fond du Lac, WI 54937 Total: $241,441.00 WHEREAS, this bid meets the minimum specifications and staff has reviewed the bid and recommends its acceptance. NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Oshkosh that the said bid is hereby accepted and the proper City officials are hereby authorized and directed to enter into an appropriate agreement for the purpose of same, all according to plans, specifications, and bid on file. Money for this purpose is hereby appropriated from: Acct. No. 03231070 7214 63170 Building and Building Improvements- Museum CIP Fund for the General Purpose Room BID TAB WALDWIC GALLERY RENOVATION FOR THE CITY OF OSHKOSH PUBLIC MUSEUM BIDS DUE TUESDAY MARCH 7, 2024 BIDDER BID ADDENDA 1, 2 AND 3 PREQUAL BID BOND Cardinal Construction Co 1183 Industrial Parkway Fond du Lac WI 54937 $241,441.00 YES YES YES TO :T O :Honorable Mayor and Members of the Common Council FRO M :FRO M :Jon Urben, General Services Manager D A TE :D A T E :March 26, 2024 SUB JEC T:SUB JEC T :Res 24-130 Approve Cooperative Purchase of Articulated Front-End Loader from Brooks Tractor Inc. ($399,600.00) and Plow and Wing from Monroe Truck Equipment, Inc. ($55,672.00) for Recycling Division B A C KGRO UN DBACKGROUND In the 2024 CIP the Common Council allocated $470,000.00 for the purchase of a new articulated 4-wheel drive front end loader with plow and wing for the Recycling Division. The new unit will replace unit 111 that is a 2010 John Deere loader with plow and wing. Due to its age, condition, and ongoing maintenance issues, the old unit is in need of replacement. This unit is used in the yard waste site for moving and stacking yard waste material and loading those items into the horizontal grinder for recycling. This memo is to recommend the purchase of the new loader and plow and wing pursuant to the cooperative purchase exception to our purchasing ordinance. A N A L Y SI SANALYSIS Purchasing has confirmed that Brooks Tractor, Inc. holds a Sourcewell cooperative contract for John Deere loaders (contract #032119-JDC). Utilizing this contract, the city will save approximately 34% ($226,460.61) off the list price. Purchasing also confirmed that Monroe Truck Equipment, Inc. holds a Sourcewell cooperative contract for Monroe plow and wing components (contract 062222-AEB-1). Utilizing this contract, the city will save approximately 21% ($14,843.52) off the list price. FI SC A L I M P A CTFISCAL I M P A C T Using the cooperative contracts noted above, the cost of the loader and required accessories with trade-in is $399,600.00 and the cost of the plow and wing is $55,672.00. Combined, the total fiscal impact of this unit is $455,272.00. The 2024 CIP allocated $470,000.00 for this unit and will be charged to A/N#: 03230480 7204 66004 (Machinery and Equipment- Front End Loaders). REC O M M E N D A TI ONRECOMMENDATION Section 12-15 of the Municipal Code provides that, subject to approval of the City Manager, cooperative purchases pursuant to a contract with any other local, state, or federal governmental unit or agency may be made without following a competitive bidding or quotation process. In accordance with Section 12-15 of the Municipal Code and with approval by the City Manager, Purchasing recommends the Common Council approve the loader purchase noted above to Brooks Tractor, Inc., 1031 Lawrence Drive, DePere, WI 54115 for $399,600.00 and the plow and wing purchase noted above to Monroe Truck and Equipment Inc., 1151 W. Main Avenue, DePere, WI 54115 for $55,672.00. If there are any questions about this purchase, please contact me or Public Works Director James Rabe. A t t a chment sAttachments RES 24-130 03/26/2024 24-130 RESOLUTION CARRIED 6-0 PURPOSE: APPROVE COOPERATIVE PURCHASE OF ARTICULATED FRONT-END LOADER FROM BROOKS TRACTOR INC. ($399,600.00) AND PLOW AND WING FROM MONROE TRUCK EQUIPMENT, INC. ($55,672.00) FOR RECYCLING DIVISION INITIATED BY : PURCHASING DEPARTMENT WHEREAS, the 2024 Capital Improvements Budget allocated funds for the purchase of an articulated front end loader and plow/wing for the Recycling Division; and WHEREAS, by participating through the State of Wisconsin Sourcewell Cooperative Purchase program, staff was able to obtain a more competitive price for the articulated front end loader and plow/wing; and WHEREAS, section 12-15 of the City of Oshkosh Municipal Code provides that purchases may be done without the use of formal sealed quotations or bids pursuant to a contract with any other local, state or federal governmental unit or agency; and WHEREAS, Brooks Tractor, Inc, holds the Sourcewell cooperative contract (#032119-JDC) for John Deere loaders and Monroe Truck Equipment, Inc. holds the Sourcewell cooperative contract for plow/wing components (#062222-AEB-1). NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Oshkosh that the proper City officials are hereby authorized and directed pursuant to Section 12-15 of the Oshkosh Municipal Code to purchase an articulated 4-wheel drive front end loader and plow/wing components from: BROOKS TRACTOR, INC. 1031 Lawrence Drive DePere, WI 54115 Total Bid with trade: $399,600.00 and MONROE TRUCK EQUIPMENT, INC. 1151 W Main Ave De Pere, WI 54115 Total Bid: $55,672.00 BE IT FURTHER RESOLVED that the proper City officials are hereby authorized and directed to enter into an appropriate agreement for the purpose of same. Money for this purpose is hereby appropriated from: Acct. No. 03230480 7204 66004 Machinery and Equipment- Front End Loaders TO :T O :Honorable Mayor and Members of the Common Council FRO M :FRO M :Justin Gierach, Engineering Division Manager/City Engineer D A TE :D A T E :March 26, 2024 SUB JEC T:SUB JEC T :Res 24-131 Approve CIP Amendment and Professional Services Agreement with Strand Associates, Inc. for Engineering Services for 2024 Asphalt Pavement Preservation Program ($27,500) B A C KGRO UN DBACKGROUND A proposal was requested from Strand to provide engineering services for the City of Oshkosh's (City) 2024 annual asphalt street maintenance program. The services to be provided include attending meetings, assisting the City in reviewing local asphalt streets for potential inclusion in a 2024 asphalt street maintenance project, reviewing City-prepared drawings, preparing technical specifications for use in preparing a construction document package, providing limited contract administration services during construction and reviewing shop drawing submittals, and providing resident project representative services during construction. A N A L Y SI SANALYSIS The Department of Public Works requested a proposal from Strand due to their staff familiarity with the City of Oshkosh and their previous work on the City's annual asphalt street maintenance program. FI SC A L I M P A CTFISCAL I M P A C T The cost of the proposal is $27,500. Funding for this Project is available from CIP Projects which have come in under budget: $30,000 will be transferred from Account No. 03210410-6801-04407 (Contract Control-Paving-24-07 Cherry St/Prospect Ave) to Account No. 03210410-6801-04416/Contract Control-Paving-2024 Asph Preserve Prog. REC O M M E N D A TI ONRECOMMENDATION Chapter 12 of the Municipal Code of the City of Oshkosh (Code) provides that professional services of a specialized nature, including engineering services, may be procured without the use of formal, sealed quotes. I have reviewed the agreement and in accordance with Section 12-16 of the Code, I am hereby recommending the Common Council approve this agreement. A t t a chment sAttachments RES 24-131 Strand Proposal 03/26/2024 24-131 RESOLUTION CARRIED 6-0 PURPOSE: APPROVE CIP AMENDMENT AND PROFESSIONAL SERVICES AGREEMENT WITH STRAND ASSOCIATES, INC. FOR ENGINEERING SERVICES FOR 2024 ASPHALT PAVEMENT PRESERVATION PROGRAM ($27,500) INITIATED BY : DEPARTMENT OF PUBLIC WORKS WHEREAS, the Common Council has adopted the 2024 Capital Improvement Program and Budget, which is on file in the Office of the City Clerk and available for public inspection; and WHEREAS, it is necessary to amend the 2024 Capital Improvement Program Budget to transfer funds for Engineering Services for 2024 Asphalt Pavement Preservation Program. NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Oshkosh that the 2024 Capital Improvements Budget, on file in the City Clerk’s Office, is hereby amended as follows: To transfer $30,000.00 from Account No. 03210410-6801-04407 (Contract Control-Paving-24-07 Cherry St/Prospect Ave) to Account No. 03210410-6801-04416 (Contract Control-Paving-2024 Asph Preserve Prog). BE IT FURTHER RESOLVED by the Common Council of the City of Oshkosh that the proper City officials are hereby authorized to enter into and take those steps necessary to implement an appropriate professional services agreement with Strand Associates, Inc. for Engineering Services for 2024 Asphalt Pavement Preservation Program in the amount of twenty-seven thousand five hundred dollars ($27,500.00). Acct. No. 03210410-6801-04416 Contract Control-Paving-2024 Asph Preserve Prog TO :T O :Honorable Mayor and Members of the Common Council FRO M :FRO M :Justin Gierach, Engineering Division Manager/City Engineer D A TE :D A T E :March 26, 2024 SUB JEC T:SUB JEC T :Res 24-132 Approve and Submit Wisconsin Department of Natural Resources 2023 Storm Water Program Annual Report (Plan Commission Recommends Approval) B A C KGRO UN DBACKGROUND The City of Oshkosh (City) received coverage under the Wisconsin Department of Natural Resources (WDNR) Municipal Separate Storm Sewer System (MS4) General Permit on January 2, 2007. In May 2014, the City of Oshkosh received notification this coverage was extended to include the newly-released version of the MS4 General Permit. This permit requires the City to comply with the following six (6) minimum control measures (as mandated by the Federal Clean Water Act and the Environmental Protection Agency): 1. Public Information and Education Plan 2. Public Involvement and Participation Program 3. Illicit Discharge Detection and Elimination Program 4. Construction Site Pollutant Control Program 5. Post-Construction Storm Water Management Program 6. Pollution Prevention Program (prevent pollution from the daily operations of the City) The Plan Commission reviewed and recommended approval of the Annual Report. A copy of the minutes from the Plan Commission meeting is attached. A N A L Y SI SANALYSIS The annual report contains information on the activities performed by the City in compliance with the MS4 Permit requirements. All information is entered on the WDNR website through the online forms. In addition to the information requested in the online forms, a document containing supplemental information that the forms did not have room to enter was prepared and uploaded as an attachment. City staff has more details available for the WDNR, should they request to clarify any information. FI SC A L I M P A CTFISCAL I M P A C T There is no anticipated fiscal impact from the approval of this resolution. REC O M M E N D A TI ONRECOMMENDATION Staff recommends approval of the resolution. A t t a chment sAttachments RES 24-132 2023 MS4 Report Plan Commission minutes 03/26/2024 24-132 RESOLUTION CARRIED 6-0 PURPOSE: APPROVE AND SUBMIT WISCONSIN DEPARTMENT OF NATURAL RESOURCES 2023 STORM WATER PROGRAM ANNUAL REPORT (PLAN COMMISSION RECOMMENDS APPROVAL) INITIATED BY : DEPARTMENT OF PUBLIC WORKS NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Oshkosh that the 2023 Storm Water Program Annual Report, having been reviewed, is approved, and the proper City officials are authorized and directed to submit the Report to the Department of Natural Resources. Submittal of Annual Reports and Other Compliance Documents for Municipal Separate Storm Sewer System (MS4) Permits NOTE: Missing or incomplete fields are highlighted at the bottom of each page. You may save, close and return to your draft permit as often as necessary to complete your application. After 120 days your draft is deleted. Form 3400-224(R8/2021) Reporting Information : Will you be completing the Annual Report or other submittal type? Annual Report Other Is this submittal also satisfying an Urban Nonpoint Source Grant funded deliverable? Yes No Required Attachments and Supplemental Information Please complete the contents of each tab to submit your MS4 permit compliance document. The information included in this checklist is necessary for a complete submittal. A complete and detailed submittal will help us review about your MS4 permit document. To help us make a decision in the shortest amount of time possible, the following information must be submitted: Review related web site and instructions for Municipal storm water permit eReporting [Exit Form] Complete all required fields on the annual report form and upload required attachments Attach the following other supporting documents as appropriate using the attachments tab above Public Education and Outreach Annual Report Summary Public Involvement and Participation Annual Report Summary Illicit Discharge Detection and Elimination Annual Report Summary Construction Site Pollution Control Annual Report Summary Post-Construction Storm Water Management Annual Report Summary Pollution Prevention Annual Report Summary Leaf and Yard Waste Management Municipal Facility (BMP) Inspection Report Municipal Property SWPPP Municipally Property Inspection Report Winter Road Maintenance Storm Sewer Map Annual Report Attachment Storm Water Quality Management Annual Report Attachment Project Name:2023 Annual Report County:Winnebago Municipality:Oshkosh, City Permit Number:S050075 Facility Number:31078 Reporting Year:2023 Annual Report TMDL Attachment Storm Water Consortium/Group Report Municipal Cooperation Attachment Other Annual Report Attachment Attach the following permit compliance documents as appropriate using the attachments tab above Storm Water Management Program Public Education and Outreach Program Public Involvement and Participation Program Illicit Discharge Detection and Elimination Program Construction Site Pollutant Control Program Post-Construction Storm Water Management Program Pollution Prevention Program Municipal Storm Water Management Facility (BMP) Inventory Municipal Storm Water Management Facility (BMP) Inspection and Maintenance Plan Total Maximum Daily Load documents (*If applicable, see permit for due dates.) TMDL Mapping* TMDL Modeling* TMDL Implementation Plan* Fecal Coliform Screening Parameter * Fecal Coliform Inventory and Map (S050075-03 general permittees Appendix B B.5.2 – document due to the department by March 31, 2022) Fecal Coliform Source Elimination Plan (S050075-03 general permittees Appendix B - document due to the department by October 31,2023) Sign and Submit form Form 3400-224 (R8/2021) Note: Compliance items must be submitted using the Attachments tab. Primary Municipal Contact Person (Authorized Representative for MS4 Permit) The “Authorized Representative” or “Authorized Municipal Contact” includes the municipal official that was charged with compliance and oversight of the permit conditions, and has signature authority for submitting permit documents to the Department (i.e., Mayor, Municipal Administrator, Director of Public Works, City Engineer). Do not close your work until you SAVE. Municipal Contact Information- Complete Notice: Pursuant to s. NR 216.07(8), Wis. Adm. Code, an owner or operator of a Municipal Separate Storm Sewer System (MS4) is required to submit an annual report to the Department of Natural Resources (Department) by March 31 of each year to report on activities for the previous calendar year (“reporting year”). This form is being provided by the Department for the user’s convenience for reporting on activities undertaken in each reporting year of the permit term. Personal information collected will be used for administrative purposes and may be provided to the extent required by Wisconsin’s Open Records Law [ss. 19.31-19.39, Wis. Stats.]. Municipality Information Name of Municipality Oshkosh, City Facility ID # or (FIN):31078 Updated Information:Check to update mailing address information Mailing Address:P O Box 1130 Mailing Address 2: City:Oshkosh, City State:WI Zip Code: xxxxx or xxxxx-xxxx54903-1130 Select to create new primary contact First Name:Mark Last Name:Rohloff Select to update current contact information Title:City Manager Mailing Address:PO Box 1130 Mailing Address 2: City:Oshkosh State:WI Zip Code:xxxxx or xxxxx-xxxx54903-1130 Phone Number:Ext:xxx-xxx-xxxx920-236-5000 Email:mrohloff@oshkoshwi.gov Additional Contacts Information (Optional) I&E Program Individual with responsibility for: (Check all that apply) IDDE Program IDDE Response Procedure Manual Municipal-wide Water Quality Plan Ordinances Pollution Prevention Program Post-Construction Program Winter roadway maintenance First Name:James Last Name:Rabe Title:Dir. of Public Works Mailing Address:215 Church Avenue Mailing Address 2: City:Oshkosh State:WI Zip Code:xxxxx or xxxxx-xxxx54903 Phone Number:Ext: xxx-xxx-xxxx 920-236-5065 Email:jrabe@oshkoshwi.gov Individual with responsibility for: (Check all that apply) I&E Program IDDE Program IDDE Response Procedure Manual Municipal-wide Water Quality Plan Ordinances Pollution Prevention Program Post-Construction Program Winter roadway maintenance First Name:Alyssa Last Name:Deckert Title:Civ. Eng. Supervisor Mailing Address:215 Church Avenue Mailing Address 2: City:Oshkosh State:WI Zip Code:xxxxx or xxxxx-xxxx54903 Phone Number:Ext: xxx-xxx-xxxx 920-236-5065 Email:adeckert@oshkoshwi.gov I&E Program Municipal Billing Contact Person (Authorized Representative for MS4 Permit) Individual with responsibility for: (Check all that apply) IDDE Program IDDE Response Procedure Manual Municipal-wide Water Quality Plan Ordinances Pollution Prevention Program Post-Construction Program Winter roadway maintenance First Name:Brian Last Name:Wayner Title:Env. Service Leader Mailing Address:One North Systems Drive Mailing Address 2: City:Appleton State:WI Zip Code:xxxxx or xxxxx-xxxx54914 Phone Number:Ext: xxx-xxx-xxxx 920-830-6141 Email:bwayner@westwoodps.com Individual with responsibility for: (Check all that apply) I&E Program IDDE Program IDDE Response Procedure Manual Municipal-wide Water Quality Plan Ordinances Pollution Prevention Program Post-Construction Program Winter roadway maintenance First Name:Andy Last Name:Hintz Title:Streets Supervisor Mailing Address:639 Witzel Avenue Mailing Address 2: City:Oshkosh State:WI Zip Code:xxxxx or xxxxx-xxxx54901 Phone Number:Ext: xxx-xxx-xxxx 920-232-5380 Email:ahintz@oshkoshwi.gov 1. Does the municipality rely on another entity to satisfy some of the permit requirements? Yes No 2. Has there been any changes to the municipality’s participation in group efforts towards permit compliances (i.e., the municipality has added or dropped consortium membership)? Yes No Select to create new Billing contact First Name:James Last Name:Rabe Select to update current contact information Title:Director of Public Works Mailing Address:215 Church Avenue Mailing Address 2: City:Oshkosh State:WI Zip Code:xxxxx or xxxxx-xxxx54903-1130 Phone Number:Ext:xxx-xxx-xxxx920-236-5065 Email:jrabe@oshkoshwi.gov Public Education and Outreach Public Involvement and Participation Illicit Discharge Detection and Elimination Construction Site Pollutant Control Post-Construction Storm Water Management Pollution Prevention NEWSC NEWSC Westwood Missing Information Minimum Control Measures- Section 1 : a.Does MS4 conduct any educational efforts or events independently (not with a group) Yes No b.How many total educational events were held during the reporting year: c.Were any of the public education and outreach delivery mechanisms conducted during the reporting year active or interactive? Yes No d.Please select all storm water topics, target audiences, and delivery mechanisms used in the reporting year e. Will additional information/summary of these education events be attached to the annual report? Yes No If no, please provide additional comment in the brief explanation box below. Limit response to 250 characters and/or attach supplemental information on the attachments page. Note: For the minimum control measures, you must fill out all questions in sections 1 through 7. Do not close your work until you SAVE. Form 3400-224 (R8/2021) Complete 1. Public Education and Outreach 30 Public Education and Outreach Delivery Mechanisms (Active and Passive) Active/Interactive Mechanisms Passive Mechanisms Education activities (school presentations, summer camps) Information booth at event Targeted group training (contractors, consultants, etc.) Government event (public hearing, council meeting) Workshops Tours Other: Passive print media (brochures at front desk, posters, etc.) Distribution of print media (mailings, newsletters, etc.) via mail or email. Media offerings (radio and TV ads, press release, etc.) Social media posts Signage Website Other: Topics Covered Target Audience Illicit discharge detection and elimination Household hazardous waste disposal/pet waste management/vehicle washing Yard waste management/pesticide and fertilizer application Stream and shoreline management Residential infiltration Construction sites and post-construction storm water management Pollution prevention Green infrastructure/low impact development Other: General Public Public Employees Residents Businesses Contractors Developers Industries Public Officials Other: Please see the attached MS4 Annual Reporting Information Spreadsheet and corresponding PDF attachments. Form 3400-224 (R8/2021) Minimum Control Measures - Section 2 : a. Permit Activities. Select all of the following topics the Permittee did to engage public participation and involvement. b. Volunteer Activities. Select all of the following audiences targeted for volunteer involvement and participation related to storm water. c. Brief explanation on Public Involvement and Participation reporting. Limit response to 250 characters and/or attach supplemental information on the attachments page. Missing Information Note: For the minimum control measures, you must fill out all questions in sections 1 through 7 Do not close your work until you SAVE. Complete 2. Public Involvement and Participation Topics Covered Target Audience Estimated People Reached (Optional) Regional Effort (Optional) MS4 Annual Report Storm Water Management Program Storm Water related ordinance Other: General Public Public Employees Residents Businesses Contractors Developers Industries Public Officials Other 101 + Yes No NA (Individual Permittee) Topics Covered Target Audience Estimated People Reached (Optional) Regional Effort (Optional) Volunteer Opportunity General Public Public Employees Residents Businesses Contractors Developers Industries Public Officials Other 101 +Yes No Storm Water Appeals Board, Storm Water ordinance and updates, storm water management plan, FWWA Volunteer events - See MS4 Annual Reporting Information Spreadsheet and corresponding PDF attachments. Form 3400-224 (R8/2021) Minimum Control Measures - Section 3 : Form 3400-224 (R8/2021) Missing Information Note: For the minimum control measures, you must fill out all questions in sections 1 through 7 Do not close your work until you SAVE. Complete 3. Illicit Discharge Detection and Elimination a.How many total outfalls does the municipality have?458 b.How many outfalls did the municipality evaluate as part of their routine ongoing field screening program? 87 c.From the municipality's routine screening, how many were confirmed illicit discharges? 13 d.How many illicit discharge complaints did the municipality receive?17 e.From the complaints received, how many were confirmed illicit discharges? 17 f.How many of the identified illicit discharges did the municipality eliminate in the reporting year (from both routine screening and complaints)? (If the sum of 3.c. and 3.e. does not equal 3.f., please explain below.) 30 g.What types of regulatory mechanisms does the municipality have available to compel compliance with this program? Check all that are available and how many times each were used in the reporting year. Verbal Warning1 Written Warning (including email)16 Notice of Violation Civil Penalty/ Citation Additional Information: h.Brief explanation on Illicit Discharge Detection and Elimination reporting. If you marked Unsure for any questions above, justify the reasoning. Limit response to 250 characters and/or attach supplemental information on the attachments page. In addition to the attached information, the City responds to citizen complaints regarding grass clippings, concrete slag, oil, and other pollutants entering the storm sewer system. See supplemental information for details. Missing Information Note: For the minimum control measures, you must fill out all questions in sections 1 through 7 Do not close your work until you SAVE. Minimum Control Measures - Section 4 : Form 3400-224 (R8/2021) Minimum Control Measures - Section 5 : Complete 4. Construction Site Pollutant Control a.How many total construction sites with one acre or more of land disturbing construction activity were active at any point in the reporting year? 22 b.How many construction sites with one acre or more of land disturbing construction activity did the municipality issue permits for in the reporting year? 14 c.How many erosion control inspections did the municipality complete in the reporting year (at sites with one acre or more of land disturbing construction activity)? 478 d.What types of regulatory mechanisms does the municipality have available to compel compliance with this program? Check all that are available and how many times each were used in the reporting year. Verbal Warning110 Written Warning (including email)106 Notice of Violation3 Civil Penalty/ Citation Stop Work Order Forfeiture of Deposit Other - Describe below e.Brief explanation on Construction Site Pollutant Control reporting. If you marked Unsure for any questions above, justify the reasoning. Limit response to 250 characters and/or attach supplemental information on the attachments page. Verbal and written warnings are both given for any violations within the City contracts. See supplemental information for commercial sites and additional details. Missing Information Note: For the minimum control measures, you must fill out all questions in sections 1 through 7 Do not close your work until you SAVE. Complete 5. Post-Construction Storm Water Management a.How many new structural storm water management Best Management Practice (BMP) have received local approval ? *Engineered and constructed systems that are designed to provide storm water quality control such as wet detention ponds, constructed wetlands, infiltration basins, grassed swales, permeable pavement, 19 b.Does the MS4 have procedures for inspecting and maintaining private storm Yes No Form 3400-224 (R8/2021) water facilities? c.If Yes, how many privately owned storm water management facilities were inspected in the reporting year ? Inspections completed by private landowners should be included in the reported number. 23 d.Does the municipality utilize privately owned storm water management BMP in its pollutant reduction analysis? Yes No e.Does MS4 have maintenance authority on these privately owned BMPs? yes f.How many municipally operated (private) storm water management BMPs were inspected in the reporting year? 30 g.What types of enforcement actions does the municipality have available to compel compliance with the regulatory mechanism? Check all that apply and enter the number of each used in the reporting year. Verbal Warning0 Written Warning (including email)0 Notice of Violation Civil Penalty/ Citation Forfeiture of Deposit Complete Maintenance Bill Responsible Party Other - Describe below0 Legal action for not following operations and maintenance agreement. e.Brief explanation on Post-Construction Storm Water Management reporting. If marked 'Unsure' on any questions above, justify your reasoning. Limit your response to 250 characters and/or attach supplemental information on the attachments page. See supplemental information attachment. Missing Information Note: For the minimum control measures, you must fill out all questions in sections 1 through 7 Do not close your work until you SAVE. Minimum Control Measures - Section 6 : Complete 6. Pollution Prevention Storm Water Management Best Management Practice Inspections Not Applicable a.Enter the total number of municipally owned or operated (i.e., privately 31 * Any municipally owned property that has the potential to generate stormwater pollution should have a SWPPP. For example, if a municipal property stores compost piles, material storage, yard wastes, etc., outside and can contaminate stormwater runoff—a SWPPP is required. owned BMPs) structural storm water management best management practices. b.How many new municipally owned storm water management best management practices were installed in the reporting year? 1 c.How many municipally owned (public) storm water management best management practices were inspected in the reporting year? 30 d.What elements are looked at during inspections (250 character limit)? Erosion, BMP's debris build up, woody vegetation, nuisance animals, and accumulation of sediments. e.How many of these facilities required maintenance?30 f.Brief explanation on Storm Water Management Best Management Practice inspection reporting. If you marked Unsure for any questions above, justify the reasoning. Limit response to 250 characters and/or attach supplemental information on the attachments page. Staff inspects/maintains BMPs yearly, after rain eve nts, & based on observances. Parkway Basin was built in fall 2023 & will not have stormwater directed to it until the 2024 Grand St reconstruction is complete, so this basin has not been inspected. Public Works Yards & Other Municipally Owned Properties that require a stormwater pollution prevention plan (SWPPP)* Not Applicable g.How many municipal properties require a SWPPP? 2 h.How many inspections of municipal properties have been conducted in the reporting year? 2 i.Have amendments to the SWPPPs been made? Yes No j.If yes, describe what changes have been made. Limit response to 250 characters and/or attach supplemental information on the attachment page: k.Brief explanation on Storm Water Pollution Prevention Plan reporting. If you marked Unsure for any questions above, justify the reasoning. Limit response to 250 characters and/or attach supplemental information on the attachments page. The City Street supervisor inspects the existing BM Ps twice a year for any issues and fills out a pre-prepared checklist. Collection Services -Street Sweeping Program Not Applicable l.Did the municipality conduct street sweeping during the reporting year? Yes No m.If known, how many tons of material was removed?884 n.Does the municipality have a low hazard exemption for this Yes No material? o.If street sweeping is identified as a storm water best management practice in the pollutant loading analysis, was street cleaning completed at the assumed frequency? Yes - Explain frequency Streets were swept as the 2022 SWQMP recommends No - Explain Not Applicable Collection Services -Catch Basin Sump Cleaning Program Not Applicable p.Did the municipality conduct catch basin sump cleaning during the reporting year?Yes No q.How many catch basin sumps were cleaned in the reporting year?2608 r.If known, how many tons of material was collected?442 s.Does the municipality have a low hazard exemption for this material? Yes No t.If catch basin sump cleaning is identified as a storm water best management practice in the pollutant loading analysis, was cleaning completed at the assumed frequency? Yes- Explain frequency As recommended in the 2022 SWQMP No - Explain Not Applicable Collection Services -Leaf Collection Program Not Applicable u.Does the municipality conduct curbside leaf collection?Yes No v.Does the municipality notify homeowners about pickup?Yes No w.Where are the residents directed to store the leaves for collection? Pile on terrace Pile in street Bags on terrace Other - Describe x.What is the frequency of collection? weekly during October and November y.Is collection followed by street sweeping?Yes No z.Brief explanation on Collection Services reporting. Limit response to 250 characters and/or attach supplemental information on the attachments page All catch basins are cleaned within a calendar year (yearly) *Note: We are requesting information that goes beyond the reporting year, answer the best you can. Winter Road Management Not Applicable aa.How many lane-miles of roadway is the municipality responsible for doing snow and ice control? (One mile of a two-way road equals two lane miles.) 645 ab.Provide amount of de-icing products used by month last winter season? Liquids (gallons) (ex. brine) Solids (tons) (ex. sand, or salt-sand) Product Oct Nov Dec Jan Feb Mar Salt 0 183 1519 1314 1503 612 Oct Nov Dec Jan Feb Mar Brine 0 425 12805 9910 16865 7720 ac.Was salt applying machinery calibrated in the reporting year?Yes No ad.Have municipal personnel attended salt reduction strategy training in the reporting year? Yes No Training Date Training Name # Attendance 10/12/2023 Wisconsin Salt Wise 4 12/1/2023 Internal Salt Training 14 ae.Brief explanation on Winter Road Management reporting. If you marked Unsure for any questions above, justify the reasoning. Limit response to 250 characters and/or attach supplemental information on the attachments page Staff is trained yearly in the use of salt and equipment and when to recognize when it is not functioning properly. Additionally, a Wisconsin Salt Wise Workshop was held at the City of Oshkosh Field Operations Facility in 2023. Internal (Staff) Education & Communication af.Has the municipality provided an opportunity for internal training or education to staff implementing the municipality's procedures for each of the pollution prevention program element? Yes No If yes, describe what training was provided (250 character limit): Ground Control meetings are provided annually for City Staff (outside inspectors, engineers, streets supervisors, etc.) ag.Describe how the municipality has kept the following local officials and municipal staff aware of the municipal storm water discharge permit programs, procedures and pollution prevention program requirements. Elected Officials Municipal Officials Appropriate Staff ( such as operators, Department heads, and those that interact with public) Elected officials approve the annual report for the MS4 permit and budget for its implementation on a yearly basis. Various municipal officials keep track of different program requirements and inspect and/or direct the inspection of various BMP's. Plow operators are trained in the use of salt and brine and the effects excessive use can have on the environment. Other staff attend an annual ground control meeting to discuss erosion control BMP's. Form 3400-224 (R8/2021) Minimum Control Measures - Section 7 : ah.Brief explanation on Internal Education reporting. If you marked Unsure for any questions above, justify the reasoning. Limit response to 250 characters and/or attach supplemental information on the attachments page. Missing Information Note: For the minimum control measures, you must fill out all questions in sections 1 through 7 Do not close your work until you SAVE. Complete 7. Storm Sewer System Map a.Did the municipality update their storm sewer map this year? Yes No If yes, check the areas the map items that got updated or changed: Storm water treatment facilities Storm pipes Vegetated swales Outfalls Other - Describe below b.Brief explanation on Storm Sewer System Map reporting. If you marked Unsure for an question for any questions above, justify the reasoning. Limit response to 250 characters and/or attach supplemental information on the attachments page. See attached map Form 3400-224 (R8/2021) Final Evaluation - Fiscal Analysis Complete the fiscal analysis table provided below. For municipalities that do not break out funding into permit program elements, please enter the monetary amount to your best estimate of what funding may be going towards these programs. Element: Public Education and Outreach Element: Public Involvement and Participation Element: Illicit Discharge Detection and Elimination Element: Construction Site Pollutant Control Element: Post-Construction Storm Water Management Element: Pollution Prevention Missing Information Do not close your work until you SAVE. Complete Annual Expenditure Reporting Year Budget Reporting Year Budget Upcoming Year Source of Funds 128719 143433 166823 Storm water utility 128719 143433 166823 Storm water utility 520451 580586 596222 Storm water utility 115910 135938 190365 Storm water utility 141638 167683 233160 Storm water utility 2285527 2545625 2539345 Storm water utility Other (describe) Storm Water Quality Management 720409 803418 824476 Storm water utility Other (describe) Storm Sewer System Map 30874 38094 51354 Storm water utility Please provide a justification for a "0" entered in the Fiscal Analysis. Limit response to 250 characters. Water Quality a: Were there any known water quality improvements in the receiving waters to which the municipality’s storm sewer system directly discharges to? Yes No Unsure If Yes, explain below: b :Were there any known water quality degradation in the receiving waters to which the municipality’s storm sewer system directly discharges to? Yes No Unsure If Yes, explain below: c: Have any of the receiving waters that the municipality discharges to been added to the impaired waters list during the reporting year? Yes No Unsure d: Has the municipality evaluated their storm water practices to reduce the pollutants of concern? Yes No Unsure Storm Water Quality Management a. Has the municipality completed or updated modeling in the reporting year (relating to developed urban area performance standards of s. NR 151.13(2)(b)1., Wis. Adm. Code)? Yes No b. If yes, enter percent reduction in the annual average mass discharging from the entire MS4 to surface waters of the state as compared to implementing no storm water management controls: Total suspended solids (TSS) Total phosphorus (TP) Additional Information Based on the municipality’s storm water program evaluation, describe any proposed changes to the municipality’s storm water program. If your response exceeds the 250 character limit, attach supplemental information on the attachments page. Other (describe) Other 1411689 1555190 1602732 Storm water utility Oshkosh installs new street inlets with sumps when all new inlets are constructed. Illicit discharges that were cleaned up. Form 3400-224 (R8/2021) Requests for Assistance on Understanding Permit Programs Would the municipality like the Department to contact them about providing more information on understanding any of the Municipal Separate Storm Sewer Permit programs? Please select all that apply: Public Education and Outreach Public Involvement and Participation Illicit Discharge Detection and Elimination Construction Site Pollutant Control Post-Construction Storm Water Management Pollution Prevention Storm Water Quality Management Storm Sewer System Map Water Quality Concerns Compliance Schedule Items Due MS4 Program Evaluation Missing Information Do not close your work until you SAVE. Form 3400-224(R8/2021) Required Attachments and Supplemental Information Upload Required Attachments (15 MB per file limit) -Help reduce file size and trouble shoot file uploads *Required Item Note: To replace an existing file, use the 'Click here to attach file ' link or press the to delete an item. Storm Sewer System Map Attach - Other Supporting Documents Do not close your work until you SAVE. Any other MS4 program information for inclusion in the Annual Report may be attached on here. Use the Add Additional Attachments to add multiple documents. File Attachment MS4_Map_2023_20230307.pdf AR_IDDE File Attachment Oshkosh Summary Report 2023 Part 1.pdf AR_IDDE File Attachment Oshkosh Summary Report 2023 Part 2.pdf AR_SWGroupReport File Attachment NEWSC Annual Report 2023_ 1.pdf AR_IDDE File Attachment Active - Educational - NEWSC - Salt Watch_Chloride Monitoring.pdf AR_EO File Attachment Active - Information Booth - NEWSC - 04_13_23 and 03_17_23 and 01_25_23.pdf AR_EO File Attachment Active - School Presentation - NEWSC 09_27_23.pdf AR_CSPC File Attachment Active - Targeted Group Training - City Ground Control EC Meeting.pdf AR_PCSSW File Attachment Active - Targeted Group Training - NEWSC - Stormwater Quality Management Half Day Workshop 09_14_23.pdf AR_IP File Attachment Active - Volunteer - NEWSC - Chloride Monitoring 01_15_23.pdf AR_IP File Attachment Active - Volunteer - NEWSC - Watershed Cleanup 05_06_23.pdf AR_IP File Attachment Active - Volunteer - SWUAB 02_22_23.pdf AR_PP File Attachment Passive - News Article - Invasive species monitoring seeks volunteers 08_09_23.pdf AR_WintRdMain File Attachment Passive - News Article - Local organizations bring awareness to salt usage 01_29_23.pdf AR_PP File Attachment Passive - News Article - Oshkosh students collaborate with non- profit to install fishing line receptacles 04_25_23.pdf AR_PP File Attachment Passive - News Article - Remembering 911 Oshkosh North Students Give Back to Community 09_11_23.pdf AR_WintRdMain File Attachment Passive - News Article - Salt Awareness Week 01_23_23.pdf AR_WintRdMain File Attachment Passive - News Article - Salt leaving bad taste in Mother Natures mouth 01_18_23.pdf AR_PP File Attachment Passive - News Article - Students plan day of service with shoreline cleanup 9_6_23.pdf AR_WintRdMain File Attachment Passive - News Article - Using road salt has its drawbacks, some community leaders see a solution in brine 02_02_23.pdf AR_EO File Attachment Passive - News Article - Watershed Alliance director to speak at co- op 11_01_23.pdf AR_PP File Attachment Passive - News Article - WDNR adds 51 waters to list of poluted waterways 11_13_23.pdf AR_PP File Attachment Passive - News Article - West students to highlight waterways cleanup 08_16_23.pdf AR_LeafYardMgmt File Attachment Passive - Newspaper - Grass Clipping Requirements 04_12_23 and 04_19_23.pdf AR_PP File Attachment Passive - Print - Winnebago County Household Hazardous Material Collection Facility Flyer 04_23.pdf AR_LeafYardMgmt File Attachment Passive - Social Media - June NEWSC - Landscaping.pdf AR_PP File Attachment Passive - Social Media - March NEWSC - Keep Our Waters Clean.pdf AR_IDDE File Attachment Passive - Social Media - March NEWSC - Pet Waste.pdf AR_EO File Attachment Passive - Social Media - May NEWSC - Build Your Own Rain Barrel.pdf AR_LeafYardMgmt File Attachment Passive - Social Media - May NEWSC - Grass Clippings.pdf AR_IDDE File Attachment Passive - Social Media - May NEWSC - Spring Fertilizer.pdf AR_LeafYardMgmt File Attachment Passive - Social Media - October NEWSC - Leaf Collection.pdf (To remove items, use your cursor to hover over the attachment section. When the drop down arrow appears, select remove item) Attach - Permit Compliance Documents AR_EO File Attachment Passive - Stormwater_Utility_Brochure.pdf AR_EO File Attachment Passive - Webpage - Storm Water Utility Credits.pdf AR_Other File Attachment 2023 Supplemental Information.pdf AR_CSPC File Attachment 2023 City Project Erosion Control Inspections Summary.pdf AR_CSPC File Attachment 2023 Commercial Project Erosion Control Inspection Summary.pdf AR_Other File Attachment 2023 Evolve Stormwater Reviews.pdf IDDE_Program File Attachment City of Oshkosh IDDE Program 2023.pdf PCSSW_Program File Attachment City of Oshkosh Post Construction Storm Water Program 2023.pdf CS_Program File Attachment City of Oshkosh Construction Site Pollution Control Program 2023.pdf EO_Program File Attachment MS4 Annual Reporting Information Status Public Education and Outreach 2023.pdf IP_Program (To remove items, use your cursor to hover over the attachment section. When the drop down arrow appears, select remove item) Draft and Share PDF Report with the permittee's governing body or delegated representatives. Press the button below to create a PDF. The PDF will be sent to the email address associated with the WAMS ID that is signed in. After the annual report has been reviewed by the governing body or delegated representative, return to the MS4 eReporting System to submit the final report to the DNR. File Attachment MS4 Annual Reporting Information Status Public Involvement and Participation 2023.pdf Missing Information Draft and Share PDF Report Form 3400-224(R8/2021) Steps to Complete the signature process 1.Read and Accept the Terms and Conditions 2.Press the Submit and Send to the DNR button NOTE: For security purposes all email correspondence will be sent to the address you used when registering your WAMS ID. This may be a different email than that provided in the application. For information on your WAMS account click HERE . Terms and Conditions Certification: I hereby certify that I am an authorized representative of the municipality covered under Oshkosh, City MS4 Permit for which this annual report or other compliance document is being submitted, and that the information contained in this submittal and all attachments were gathered and prepared under my direction or supervision. Based on my inquiry of the person or persons under my direction or supervision involved in the preparation of this document, to the best of my knowledge, the information is true, accurate, and complete. I further certify that the municipality’s governing body or delegated representatives have reviewed or been apprised of the contents of this annual report. I understand that Wisconsin law provides severe penalties for submitting false information. Signee (must check current role prior to accepting terms and conditions) Authorized municipal contact using WAMS ID. Delegation of Signature Authority ( Form 3400-220 ) for agent signing on the behalf of the authorized municipal contact. Agent seeking to share this item with authorized municipal contact (authorized municipal contact must get WAMS id and complete signature). After providing the final authorized signature, the system will send an email to the authorized party and any agents. This email will include a copy to the final read only version of this application. Do not close your work until you SAVE. Sign and Submit Your Application Name: Title: Authorized Signature. I accept the above terms and conditions. ! ! ! ! !!!! ! ! ! ! !! !( !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! ! ! ! ! ! ! ! !!! !!! ! !! !! ! !! ! ! ! ! !! ! ! !! ! ! !!! ! ! ! !! ! ! ! ! ! ! ! ! ! ! ! !! !! ! ! ! ! ! !! !!!! ! ! ! ! !! ! ! ! ! ! ! ! ! ! ! ! ! ! !! !!! 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11-64 16-1204 03-35 03-22 06-810 08-55 11-318 11-71 11-177 11-46 11-75 15-905 15-895 15-1188 15-69015-693 15-1225 15-1137 15-1020 15-858 15-2630 15-798 15-2514 15-349 15-350 15-840 15-1135 15-1494 15-965 13-1673 11-515 11-805 11-79 16-941 03-379 13-2666 15-1983 14-1515 12-1604 15-2242 15-229515-2297 14-121814-122014-1229 12-1676 12-2092a 12-1682 12-1692 12-1700 12-1711 08-952 15-2394 14-1253 16-995 06-1495 13-2768 13-2886 13-3243 13-3224 14-1387 12-2026 16-1073 13-3095 13-2611 14-1222 06-1814 13-3130 12-208912-207512-2079 12-1676a 16-396 16-436 16-28 16-1499 16-164 16-2187 12-972 12-889 16-119 16-201 16-142 16-71 12-1313 14-124 14-368 06-52 01-132 08-279 01-380 06-221 08-271 12-1261 14-759 14-615 08-284 15-1018 15-1125 15-1127 15-1129 15-027 15-1110 15-1108 15-86515-863 15-1106 15-1185 15-1187 15-1287 15-399 15-488 15-378 15-804 12-1414 15-1132 15-1807 12-1245 16-295 13-1588 15-2475 15-146 16-587 15-3274 Osh0944 15-252815-2527 06-622a 06-1816 13-3119 13-312713-3636 13-1716 16-120716-121316-120516-1633 13-1758 12-1916 EdgePond1out12-2093EdgePond2in 13-3488 13-2872 13-2867 13-2860 14-1253b 13-3706 12-2034 06-2798 13-2564 13-252713-1106 13-1766 13-2822 15-2690 15-57315-2412 15-2409 Wash41_02 13-3774 12-2508 13-3194 15-2108 15-2375 11-69 08-93708-1042 06-798 06-74506-588 06-1562 06-473 06-610 06-471 12-2273 15-571 13-3509 13-3497 13-2382 13-2387 13-2390 13-1870 06-1619 06-1601 06-1636 06-1633 13-246413-2031 12-890 12-2297 12-2299 13-2557 13-1718 13-2455 16-158216-1583 16-1581 16-1580 16-1579 16-1386 16-1587 16-1586 16-1506 16-191816-2099 01-696 01-722 01-656 02-419 02-386 08-1080 13-1554 16-1578 16-1571 06-494 06-602 06-795 15-3211 09-641 13-2596 06-2947 06-2933 06-2961 06-263206-292706-295506-2957 06-2960 13-4037 13-4046 13-4107 13-3921 13-3043 12-212612-2128 15-3200 15-3219 08-1239 08-1217 08-1150 14-1772 14-1779 13-3861 13-3869 16-2203 16-2206 16-2204 16-2210 16-2213 16-2220 16-1576 13-3806 13-407513-4082 13-4057 13-4025 13-4084 15-3111 15-2488 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w y e r C r e e k Salt Storage CentralGarage City YardWaste Site WasteWaterTreatment WaterDistribution City Hall WaterBoosterPump IslandView LiftStation CountyY LiftStation Prairie Ct LiftStatin Snell LiftStation FountainAve LiftStation NorthsideLiftStation MaryJewell LiftStation Sawyer CreekLift Station ShorewoodLift Station Bowen LiftStation HickoryLiftStation Murdock LiftStation LakeviewLiftStation Broad LiftStation SouthMain LiftStation 28th LiftStation WaukauLiftStation WashburnLift Station Water Tower WaterTower2602 WaterTower2601 WaterFiltrationPlant MelvinAve LiftStation SnowStorageArea SnowStorageArea SnowStorageArea ¬«A ¬«B ¬«C ¬«D ¬«E ¬«F ¬«G ¬«H ¬«I ¬«J ¬«K ¬«L ¬«1 ¬«2 ¬«3 ¬«4 ¬«5 ¬«6 ¬«7 ¬«8 ¬«9 ¬«10 ¬«11 ¬«12 ¬«13 ¬«14 ¬«15 ¬«16 ¬«17 ¬«18 ¬«19 ¬«20 ¬«21 ¬«22 U-110530 Municipal Boundary a City Property (Public Works Facilities) Historical Property Public Parks, Recreational Areas and Open Land WPDES Permits Municipal Storm Sewer (with flow direction) Open Channel Stormwater Management Facility (City-Owned) Stormwater Management Facility (Private) !!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!Wetland (Wisconsin Wetland Inventory) Rivers/Streams !! !!Fluctuating Intermittent Perennial Outstanding/Exceptional Resource Waters (ORW/ERW) (0) Clean Water Act 303(d) Impaired Water (2) Waterbody (Lakes Butte Des Morts & Winn eba go are Impaired ) MS4 Outfalls !(Major Outfall (98) !(Minor Outfall (248) !(Supplemental Outfall (113) Drainage Basins DATA SOURCES Municipal BoundaryCity Property (Public Works Facilities)Historical PropertyPublic Parks, Recreational Areas and Open LandWPDES PermitsMunicipal Storm SewerOpen ChannelStormwater Management FacilitiesDrainage BasinsCity of Oshkosh GIS / Public Works WetlandsWDNR - Wisconsin Wetland Inventory Polygons Rivers/StreamsWDNR - 24K Hydrography Outstanding/Esceptional Resource WatersWDNR - Outstanding and Exceptional Rivers and Streams Clean Water Act 303(d) Impaired WaterWDNR - 303(d) Impaired Rivers and Streams - Listed MS4 OutfallsWestwood - 2020 IDDE Ongoing Screening Program Update Municipally-Owned Stormwater Manageme nt Facilities1Armory Pond2Tipler Pond3Westhaven Cl ubhouse Pond4SW Industri al Park5Baldwin Pond6NW Industri al Park7Fair Acre s Pond8North Hi gh Pond9James Rd De te nti on Basi n10Oakwood Rd Pond11Libbey Channel12Anchorage Channe l13Tipler Conve yance Upgrade149th & Washburn Pond15Southwest Industri al Park Ex pansi on Ponds16North Mai n St Pond17AeroInnovate Pond18OshkCorp Pond19Westowne Basi n20Oshkosh A ve nue A re a Re de ve l opme nt21Oshkosh A ve nue A re a Re de ve l opme nt Private ly-Owne d Stormwate r Manage me nt Facilitie sACommunity ChurchBNorth Shore Pre se rve Subdi vi si onCTurn Ke y AutoDAurora Me di cal Ce nte rESawyer Cre e k Subdi vi si onFEvergreen ManorGAffinity Me di cal Ce nte rHNew Li fe Communi ty ChurchIQuail Run Farm Subdi vi si onJTargetKBlue Rock Prope rti e sLLion's De n 0 0.5 1Miles ® City of OshkoshWinnebago County, Wisconsin Municipal Separate Storm Sewer (MS4) Map Map Date: 3/7/2024 22 Parkway Basin PREPARED BY: PREPARED FOR: City of Oshkosh IDDE Ongoing Screening Summary Report 2023 Inspection Year JANUARY 24, 2024 IDDE Ongoing Screening Summary Report 2023 Inspection Year City of Oshkosh Prepared For: City of Oshkosh 215 Church Avenue Oshkosh, WI 54903 Prepared By: Westwood Infrastructure, Inc. 1 Systems Drive Appleton, WI 54914 (920) 735-6900 Project Number: R3000958.00 Date: January 24, 2024 January 24, 2024 1 2023 Ongoing Screening Summary Report City of Oshkosh INTRODUCTION Westwood Professional Services (Westwood) assisted the City of Oshkosh with screening the outfalls in the City’s municipal separate storm sewer system (MS4) for potential illicit discharges. To maintain compliance with their Wisconsin Pollutant Discharge Elimination System (WPDES) permit, 87 outfalls within the City’s jurisdiction were screened. Of the screened outfalls, 31 were major outfalls, 34 were minor outfalls, and 22 were supplemental outfalls. A map and list of the screened outfalls are included in Appendix A. The individual outfall field screening reports for the screened outfalls are contained in Appendix C. For a description of the City’s Illicit Discharge Field Screening Program, please refer to the Ongoing Field Screening Program – 2021 Update (March 2, 2021). The 2021 program contains a comprehensive description of the program, maps depicting the City’s outfalls, and information on how the program complies with the City’s WPDES permit from the Wisconsin Department of Natural Resources (WDNR). SUMMARY OF ILLICIT DISCHARGE PROGRAM’S MEASURABLE GOALS Results for the City’s 2023 Ongoing Field Screening Program are as follows. • 87 of 458 MS4 outfalls (19%) were screened, plus 49 upstream/alternate locations. • 74 outfalls were characterized as unlikely to have an illicit discharge. • 13 outfalls were characterized as a potential illicit discharge. • No outfalls were characterized as an obvious (confirmed) illicit discharge. • No confirmed illicit discharges were eliminated. The above results reflect the results of the routine outfall screening. Any actions resulting from complaints received by the City will need to be addressed in the corresponding sections of the MS4 Annual Report. OUTFALL INVENTORY As part of the Ongoing Field Screening Program, the City’s inventory of MS4 outfalls is reviewed annually and updated to reflect changes to the MS4, including new development, installation of stormwater management facilities, or street reconstruction. Prior to conducting the scheduled outfall screening, the City’s updated storm sewer mapping is reviewed to identify new, removed, or modified outfalls, and the screening schedule is updated accordingly. Similarly, if differences are identified during the screening process, those changes are made as they are encountered. For each new or modified outfall, a determination is made as to its major/minor status, as well as its priority outfall status. Following the completion of the 2023 Ongoing Field Screening Program, the City’s outfall inventory has been revised and consists of the following: January 24, 2024 2 2023 Ongoing Screening Summary Report City of Oshkosh Major/Minor Classification No. of Outfalls Prioritization Classification No. of Outfalls Major Outfalls 97 Priority Outfalls 39 Minor Outfalls 248 Non-Priority Major Outfalls 84 Supplemental Outfalls 113 Non-Priority Non-Major Outfalls 335 Total 458 Total 458 ILLICIT DISCHARGE AND FLOW OBSERVATIONS Of the 87 outfalls that were screened in 2023, 13 outfalls had physical or chemical indicators suggesting a potential or obvious illicit discharge. Those outfalls are summarized in the table below: Outfall Date Flow pH Conductivity (µS/cm) Ammonia (ppm) Total Chlorine (ppm) Free Chlorine (ppm) Detergent (mg/L) Gross Solids Illicit Discharge Potential 01-520 7/17/2023 Submerged, indeterminate X Potential 01-520 US1 7/17/2023 Submerged, indeterminate 8.79 442 0 0 0 0 X Potential 03-173 7/17/2023 Submerged (not located) Potential 03-173 US1 7/17/2023 Submerged, indeterminate 8.07 481 6 0 0 0 Potential 03-22 7/17/2023 Submerged (not located) X Potential 03-22 US1 7/17/2023 Submerged, indeterminate 7.61 162 0 0 0 0 X Potential 05-14 7/17/2023 Submerged (not located) X Potential 05-14 US1 7/17/2023 Submerged, indeterminate 7.96 362 0 0 0 0 X Potential 06-810 7/17/2023 Submerged (not located) X Potential 06-810 US1 7/17/2023 Submerged, indeterminate 8.64 406 0 0 0 0 X Potential 06-829 8/1/2023 Submerged (not located) X Potential 06-829 US1 8/1/2023 Submerged, indeterminate 7.63 927 0 0 0 0 X Potential 11-177 7/17/2023 Submerged (not located) X Potential 11-177 US1 7/17/2023 Submerged, indeterminate 8.93 382 0 0 0 0 X Potential 11-376 7/17/2023 Submerged (not located) X Potential 11-376 US1 7/17/2023 Submerged, indeterminate 8.22 1,550 0 0 0 0 X Potential 11-512 7/17/2023 Submerged (not located) X Potential January 24, 2024 3 2023 Ongoing Screening Summary Report City of Oshkosh Outfall Date Flow pH Conductivity (µS/cm) Ammonia (ppm) Total Chlorine (ppm) Free Chlorine (ppm) Detergent (mg/L) Gross Solids Illicit Discharge Potential 11-512 US1 7/17/2023 Submerged, indeterminate 7.15 205 0 0 0 0 X Potential 14-996 7/19/2023 Submerged (not located) Potential 14-996 US1 7/19/2023 Submerged, indeterminate 7.47 750 3 0 0 0 Potential 15-3373 7/17/2023 Submerged, indeterminate Potential 15-3373 US1 7/17/2023 Submerged, indeterminate 7.16 464 0 0 0 0.9 Potential 16-1178 8/9/2023 Submerged (not located) X Potential 16-1178 US1 8/9/2023 Submerged, indeterminate 7.72 456 0.5 0 0 0 X Potential 16-844 8/1/2023 Trickle 8.43 7,200 0 0 0 0 Potential Bold entries indicate test results that exceed the action limit for the chemical. Italic entries indicate alternate sampling locations for an outfall. Shaded outfalls indicate outfalls with significant floatable gross solids. The outfalls with potential or obvious illicit discharges are summarized below: • Nine of the 13 outfalls with potential illicit discharges were classified as “Potential” solely due to the presence of moderate or substantial floatable debris (gross solids), including plastic bottles, foam packaging, and other solid waste. This effect was most pronounced at manholes upstream of a fully submerged outfall, where the storm sewer pipes within the manhole were also fully submerged. In these cases, any floatable debris traveling along the top of the storm sewer pipe will enter the manhole and will remain trapped on the surface of the manhole pool, as it is not able to escape through the submerged outfall pipe. All of the outfalls with floating gross solids were already classified as Priority Outfalls, so they are already scheduled to be rescreened in 2024. • Outfall 03-173 (E. 16th Ave / Blended Waxes) consists of a 33x49” reinforced concrete pipe (RCP) that discharges to Lake Winnebago from the end of 16th Avenue. The outfall is fully submerged, and typically cannot be located. The first upstream manhole is located on the shoreline, approximately 18 feet upstream from the end of the pipe. When the outfall and manhole were screened on 7/17/2023, there was a dense mat of algae floating in the manhole. The sample collected from the manhole pool had an ammonia concentration greater than 6 ppm. The algae may have been a contributing factor to the elevated ammonia. Additional investigation, including additional upstream manhole sampling on the Blended Waxes property and the intersection of S. Main Street and E. 16th Avenue, was conducted with City assistance on 8/10/2023. None of the samples collected that day contained ammonia or any other indicators above action levels. January 24, 2024 4 2023 Ongoing Screening Summary Report City of Oshkosh The outfall was already classified as a Priority Outfall, so it is already scheduled to be rescreened in 2024. • Outfall 14-996 (Hughes Street / Oshkosh Corp test track) consists of a 48” RCP that discharges to a stream inside the secured Oshkosh Corporation test track. As a result of the limited access, the outfall is typically screened at the first upstream manhole, which is a curb inlet on the east side of Hughes Street. During the 7/19/2023 screening, a sample collected from the submerged pool in the curb inlet contained 3 ppm ammonia. Three pipes entered the manhole – smaller storm sewer pipes from the northeast and southwest, and a culvert from the Wittman Regional Airport on the west side of the road. All incoming pipes were dry, so no additional tracking could be conducted. There have been no prior potential illicit discharges noted at this outfall. Because this outfall is not currently listed as a Priority Outfall, it would not normally be screened in 2024. However, due to the ammonia results, it will be added to the 2024 screening list. • Outfall 15-3373 (Comet Street) consists of a 27” RCP that discharges to the south side of a detention basin located north of Comet Street. This outfall was rescreened in 2023 due to a 0.25 mg/L detergent detection in 2022. During the 7/17/2023 screening, the outfall was partially submerged, so a sample was collected from the submerged pool in the first upstream location (curb inlet). This sample had a detergent concentration of 0.9 mg/L. The next upstream location (another curb inlet) was dry, so no additional tracking could be conducted. Additional sampling was conducted on 7/19/2023, and pool samples from Comet Street and Geneva Street (both discharging to the same detention basin) both had similar detergent levels, with no incoming flows. It could not be determined if both streets had experienced similar detergent discharges in the past, or if stormwater from the detention basin had backed up into the pipes prior to receding. No conclusive source was identified. Because this outfall is not currently listed as a Priority Outfall, it would not normally be screened in 2024. However, due to the detergent results, it will be added to the 2024 screening list. • Outfall 16-844 (Koeller Street) consists of an 18” RCP that discharges to the south side of the stream, immediately east of the Koeller Street bridge. This outfall has historically had elevated conductivity and/or detergent detections; however, repeated upstream tracking has never produced a conclusive source of the flow. During the 8/1/2023 screening, a sample collected from the outfall had a conductivity of 7,200 µS/cm, which exceeds the 2,000 µS/cm action level. Due to the history at the outfall, no additional tracking was conducted in 2023. The outfall is classified as a Priority Outfall, primarily due to the recurring high conductivity results and occasional detergent detections. As a result, the outfall is already scheduled to be rescreened in 2024. With the exception of outfalls 14-996 and 15-3373, all outfalls with potential illicit discharges were already classified as Priority Outfalls, so they will automatically be rescreened in 2024. The January 24, 2024 5 2023 Ongoing Screening Summary Report City of Oshkosh two previously listed non-priority outfalls will also be added to the 2024 inspection list. Additional upstream and/or downstream screening and sampling may be conducted in 2024 to attempt to isolate the potential source(s) of the discharges. Maps of the drainage areas for the outfalls with potential or obvious illicit discharges are included in Appendix B, along with relevant correspondence with the City. NON-ILLICIT DISCHARGE OBSERVATIONS The ongoing screening identified eight outfalls with some degree of visible damage, 22 outfalls with deposition, two with downstream erosion, and two with nearby graffiti. While none of these posed an immediate danger, the City will likely want to address these issues as part of the regular storm sewer system maintenance. Appendix D contains lists, maps, and photos of outfalls with non-illicit discharge concerns. FUTURE FIELD SCREENING The general screening schedule approach is outlined in the Ongoing Field Screening Program – 2021 Update. The outfalls within the City’s jurisdiction that are deemed “priority” are to be screened every year and the major outfalls that are deemed “non-priority” are to be screened every five years. Non-priority, non-major outfalls are to be screened every ten years. A preliminary screening schedule was developed as part of the Ongoing Field Screening Program. This screening schedule is updated each year as outfalls are added, removed, or reclassified. In addition, any non-priority outfalls with potential illicit discharges are scheduled for a repeat screening in the following year. Any outfalls listed as “potential” or “obvious” illicit discharges from the 2023 screening year will be rescreened in 2024, regardless of their priority status. With the exception of outfalls 14-996 and 15-3373, all outfalls that were identified as “potential” or “obvious” illicit discharges in 2023 were priority outfalls, which would already be included in the 2024 screening. The two additional non-priority outfalls have been added to the 2024 screening schedule. Based on the latest revisions, the proposed 2024 screening schedule includes 92 outfalls: • 39 Priority outfalls • 18 Non-priority major outfalls (including 14-996 rescreening) • 35 Non-priority non-major outfalls (including 15-3373 rescreening) The updated screening schedule is included in Appendix A. The City of Oshkosh reserves the right to revise the screening schedule as long as the goals of the screening frequency are achieved. January 24, 2024 6 2023 Ongoing Screening Summary Report City of Oshkosh STANDARD OF CARE The conclusions presented in this report were arrived at using generally accepted engineering practices. The conclusions presented herein represent our professional opinions, based on data collected at the time of the inspections, at the specific inspection locations discussed in this report. Conditions at other locations in the City or at different times may be different than described in this report. The scope of this report is limited to the specific project and the inspection locations described herein. Prepared By: Jason Weis, P.E. Project Engineer Reviewed By: Brian D. Wayner, P.E. Environmental Service Leader Appendix A Outfall Information Outfall Inspection Map Outfall Screening Summary Table Potential and Obvious Illicit Discharge Map Outfall Screening Schedule ! ! ! !! !!!! !! ! !! ! ! !!! !! !!!!! ! ! ! ! ! ! ! ! !!! ! !! ! ! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !! ! ! ! ! ! ! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! 16-844 14-996 14-999 15-1348 14-766 13-1098 13-2332 16-660 01-520 06-478 02-357 11-512 08-34706-1136 05-155 05-1405-241 06-1709 02-30913-471 14-67014-1007 14-635 14-595 14-645 11-376 03-119 03-81 03-3503-22 06-81006-1696 11-177 15-229515-2297 14-121814-122014-1229 16-995 06-829 16-59416-1178 12-56916-201 03-173 06-52 06-221 08-284 11-1018 06-798 06-74506-1562 06-473 06-61006-471 06-2798 13-1766 13-3774 12-2508 01-64206-2241 16-1205 06-489 06-494 03-604 14-1779 16-2092 14-1959 15-3111 15-2488 15-333915-3373 06-3027 14-2032 15-311a 14-1772 06-79506-602 14-1222 14-644 Screened Outfalls !Priority (38) !Non-priority Major (18) !Non-priority Non-major (31) F:\ENVIRO\IDDE\GIS\InspectedOutfalls_Oshkosh.mxd PROJECT NO.R3000958.00 FIGURE NO.A-1 SCALE:1 " = 5,047 'Project Manager: Project Engineer: Drawn By:JCWChecked By: 2023 IDDE ONGOING SCREENING PROGRAM CITY OF OSHKOSHWINNEBAGO COUNTY, WISCONSIN 2023 OUTFALL INSPECTION MAP.Date:12/12/2023 Printed: jcweis 12/12/2023 2:10:38 PM 1 Systems DriveAppleton, WI 54914 (920) 735-6900www.westwoodps.com !! ! ! ! ! ! 13-3427 13-4012 13-4075 13-4082 13-4057 13-4025 13-4084 Outfall Screening Summary Outfall ID Priority Class*Inspection Date Inspection Type Flow Description pH Conductivity (µS/cm) Ammonia (ppm) Total Chlorine (ppm) Free Chlorine (ppm) Detergent (mg/L) Illicit Discharge Potential sMuniOwner sOutfallID sPriorityClas dtInspect sInspType iFlow_Desc dSamPH_fld dSamCond_Fl dSamAmm_fl dSamClTot_fld dSamClFr_fld dSamDet_lab sIDDEpot City of Oshkosh 01-520 P 7/17/2023 Ongoing Submerged, indeterminate Potential City of Oshkosh 01-520 US1 7/17/2023 Ongoing Submerged, indeterminate 8.79 442 0 0 0 0 Potential City of Oshkosh 01-642 NPM 7/17/2023 Ongoing Submerged, indeterminate Unlikely City of Oshkosh 01-642 US1 7/17/2023 Ongoing Submerged, indeterminate 7.84 382 0 0 0 0 Unlikely City of Oshkosh 02-309 P 7/17/2023 Ongoing Submerged (not located)Unlikely City of Oshkosh 02-309 US1 7/17/2023 Ongoing Submerged, indeterminate 8.79 359 0 0 0 0 Unlikely City of Oshkosh 02-357 P 7/17/2023 Ongoing Submerged (not located)Unlikely City of Oshkosh 02-357 US1 7/17/2023 Ongoing Submerged, indeterminate 8.74 380 0 0 0 0 Unlikely City of Oshkosh 03-119 P 7/17/2023 Ongoing Submerged (not located)Unlikely City of Oshkosh 03-119 US1 7/17/2023 Ongoing Submerged, indeterminate 7.25 117 0 0 0 0 Unlikely City of Oshkosh 03-173 P 7/17/2023 Ongoing Submerged (not located)Potential City of Oshkosh 03-173 US1 7/17/2023 Ongoing Submerged, indeterminate 8.07 481 6 0 0 0 Potential City of Oshkosh 03-22 P 7/17/2023 Ongoing Submerged (not located)Potential City of Oshkosh 03-22 US1 7/17/2023 Ongoing Submerged, indeterminate 7.61 162 0 0 0 0 Potential City of Oshkosh 03-35 P 7/17/2023 Ongoing Submerged (not located)Unlikely City of Oshkosh 03-35 US1 7/17/2023 Ongoing Submerged, indeterminate 8.75 396 0 0 0 0 Unlikely City of Oshkosh 03-604 NPM 7/17/2023 Ongoing Submerged (not located)Unlikely City of Oshkosh 03-604 US1 7/17/2023 Ongoing Submerged, indeterminate 7.80 429 0 0 0 0 Unlikely City of Oshkosh 03-81 P 7/17/2023 Ongoing Submerged (not located)Unlikely City of Oshkosh 03-81 US1 7/17/2023 Ongoing Submerged, indeterminate 8.69 401 0 0 0 0 Unlikely City of Oshkosh 05-14 P 7/17/2023 Ongoing Submerged (not located)Potential City of Oshkosh 05-14 US1 7/17/2023 Ongoing Submerged, indeterminate 7.96 362 0 0 0 0 Potential City of Oshkosh 05-155 P 7/17/2023 Ongoing Submerged (not located)Unlikely City of Oshkosh 05-155 US1 7/17/2023 Ongoing Submerged, indeterminate 8.53 429 0 0 0 0 Unlikely City of Oshkosh 05-241 P 7/17/2023 Ongoing Submerged (not located)Unlikely City of Oshkosh 05-241 US1 7/17/2023 Ongoing Submerged, indeterminate 7.14 105 0 0 0 0 Unlikely City of Oshkosh 06-1136 NPM 7/19/2023 Ongoing Submerged, slight flow 8.21 889 0 0 0 0 Unlikely City of Oshkosh 06-1562 NPNM 8/1/2023 Ongoing Submerged, indeterminate Unlikely City of Oshkosh 06-1562 US1 8/1/2023 Ongoing Submerged, indeterminate 8.45 580 0 0 0 0 Unlikely City of Oshkosh 06-1696 NPM 8/1/2023 Ongoing Submerged (not located)Unlikely City of Oshkosh 06-1696 US1 8/1/2023 Ongoing Submerged, indeterminate 7.30 1,604 0 0 0 0 Unlikely City of Oshkosh 06-1709 P 8/1/2023 Ongoing Submerged, significant flow Unlikely City of Oshkosh 06-1709 US1 8/1/2023 Ongoing Submerged, significant flow 7.13 1,312 0 0 0 0 Unlikely City of Oshkosh 06-221 P 8/1/2023 Ongoing Submerged (not located)Unlikely City of Oshkosh 06-221 US1 8/1/2023 Ongoing Submerged, indeterminate 7.46 423 0.5 0 0 0 Unlikely City of Oshkosh 06-2241 NPM 8/1/2023 Ongoing Submerged, indeterminate Unlikely City of Oshkosh 06-2241 US1 8/1/2023 Ongoing Submerged, indeterminate 7.68 771 0 0 0 0 Unlikely City of Oshkosh 06-2798 NPNM 8/1/2023 Ongoing None Unlikely City of Oshkosh 06-3027 NPM 7/19/2023 Ongoing Submerged, slight flow 8.33 1,103 0 0 0 0 Unlikely City of Oshkosh 06-471 NPNM 8/1/2023 Ongoing None Unlikely City of Oshkosh 06-473 NPNM 8/1/2023 Ongoing Submerged, indeterminate 8.17 689 0 0 0 0 Unlikely City of Oshkosh 06-478 NPNM 8/9/2023 Ongoing None Unlikely City of Oshkosh 06-489 NPM 8/9/2023 Ongoing Submerged, slight flow Unlikely City of Oshkosh 06-489 US1 8/9/2023 Ongoing Submerged, indeterminate 8.46 606 0 0 0 0 Unlikely Page 1 of 4 Printed 1/23/2024 Outfall Screening Summary Outfall ID Priority Class*Inspection Date Inspection Type Flow Description pH Conductivity (µS/cm) Ammonia (ppm) Total Chlorine (ppm) Free Chlorine (ppm) Detergent (mg/L) Illicit Discharge Potential City of Oshkosh 06-494 NPNM 8/1/2023 Ongoing Submerged, slight flow 8.47 1,178 0 0 0 0 Unlikely City of Oshkosh 06-52 P 7/17/2023 Ongoing Submerged (not located)Unlikely City of Oshkosh 06-52 US1 7/17/2023 Ongoing Submerged, indeterminate 8.80 370 0 0 0 0 Unlikely City of Oshkosh 06-602 NPNM 8/9/2023 Ongoing Submerged, indeterminate 7.17 77 0 0 0 0 Unlikely City of Oshkosh 06-610 NPNM 8/1/2023 Ongoing None Unlikely City of Oshkosh 06-745 NPNM 8/9/2023 Ongoing Submerged (not located)Unlikely City of Oshkosh 06-745 DS1 8/9/2023 Ongoing Moderate 8.23 560 0 0 0 0 Unlikely City of Oshkosh 06-795 NPNM 8/1/2023 Ongoing Submerged, indeterminate 7.86 1,281 0 0 0 0 Unlikely City of Oshkosh 06-798 NPNM 8/9/2023 Ongoing Submerged (not located)Unlikely City of Oshkosh 06-798 DS1 8/9/2023 Ongoing Moderate 8.01 547 0 0 0 0 Unlikely City of Oshkosh 06-810 P 7/17/2023 Ongoing Submerged (not located)Potential City of Oshkosh 06-810 US1 7/17/2023 Ongoing Submerged, indeterminate 8.64 406 0 0 0 0 Potential City of Oshkosh 06-829 P 8/1/2023 Ongoing Submerged (not located)Potential City of Oshkosh 06-829 US1 8/1/2023 Ongoing Submerged, indeterminate 7.63 927 0 0 0 0 Potential City of Oshkosh 08-284 P 7/17/2023 Ongoing Submerged (not located)Unlikely City of Oshkosh 08-284 US1 7/17/2023 Ongoing Submerged, indeterminate 8.52 401 0 0 0 0 Unlikely City of Oshkosh 08-347 P 7/17/2023 Ongoing Submerged (not located)Unlikely City of Oshkosh 08-347 US1 7/17/2023 Ongoing Submerged, indeterminate 7.41 171 0 0 0 0 Unlikely City of Oshkosh 11-1018 NPM 7/17/2023 Ongoing Submerged, indeterminate Unlikely City of Oshkosh 11-1018 US1 7/17/2023 Ongoing Moderate 8.00 1,006 0 0 0 0 Unlikely City of Oshkosh 11-177 P 7/17/2023 Ongoing Submerged (not located)Potential City of Oshkosh 11-177 US1 7/17/2023 Ongoing Submerged, indeterminate 8.93 382 0 0 0 0 Potential City of Oshkosh 11-376 P 7/17/2023 Ongoing Submerged (not located)Potential City of Oshkosh 11-376 US1 7/17/2023 Ongoing Submerged, indeterminate 8.22 1,550 0 0 0 0 Potential City of Oshkosh 11-512 P 7/17/2023 Ongoing Submerged (not located)Potential City of Oshkosh 11-512 US1 7/17/2023 Ongoing Submerged, indeterminate 7.15 205 0 0 0 0 Potential City of Oshkosh 12-2508 P 8/1/2023 Ongoing None Unlikely City of Oshkosh 12-569 P 7/17/2023 Ongoing Submerged (not located)Unlikely City of Oshkosh 12-569 US1 7/17/2023 Ongoing Submerged, indeterminate 8.39 435 0 0 0 0 Unlikely City of Oshkosh 13-1098 P 7/19/2023 Ongoing Submerged, slight flow 7.16 1,956 0 0 0 0 Unlikely City of Oshkosh 13-1766 P 7/19/2023 Ongoing Submerged, indeterminate Unlikely City of Oshkosh 13-1766 US1 7/19/2023 Ongoing Submerged, indeterminate 7.43 348 0.5 0 0 0 Unlikely City of Oshkosh 13-2332 P 7/19/2023 Ongoing Submerged, slight flow 8.10 1,291 0 0 0 0 Unlikely City of Oshkosh 13-3427 NPNM 7/19/2023 Ongoing Submerged, indeterminate Unlikely City of Oshkosh 13-3427 US1 7/19/2023 Ongoing None Unlikely City of Oshkosh 13-3774 P 7/19/2023 Ongoing Trickle 7.75 1,013 0 0 0 0 Unlikely City of Oshkosh 13-4012 P 7/19/2023 Ongoing Submerged, indeterminate Unlikely City of Oshkosh 13-4012 US1 7/19/2023 Ongoing Submerged, indeterminate 7.67 1,476 0 0 0 0 Unlikely City of Oshkosh 13-4025 NPNM 7/19/2023 Ongoing Submerged, slight flow 7.95 1,442 0 0 0 0 Unlikely City of Oshkosh 13-4057 NPNM 7/19/2023 Ongoing Submerged, indeterminate Unlikely City of Oshkosh 13-4057 US1 7/19/2023 Ongoing None Unlikely City of Oshkosh 13-4075 NPNM 7/19/2023 Ongoing Submerged, indeterminate Unlikely City of Oshkosh 13-4075 US1 7/19/2023 Ongoing None Unlikely City of Oshkosh 13-4082 NPNM 7/19/2023 Ongoing Submerged, indeterminate Unlikely City of Oshkosh 13-4082 US1 7/19/2023 Ongoing None Unlikely Page 2 of 4 Printed 1/23/2024 Outfall Screening Summary Outfall ID Priority Class*Inspection Date Inspection Type Flow Description pH Conductivity (µS/cm) Ammonia (ppm) Total Chlorine (ppm) Free Chlorine (ppm) Detergent (mg/L) Illicit Discharge Potential City of Oshkosh 13-4084 NPNM 7/19/2023 Ongoing Submerged, indeterminate Unlikely City of Oshkosh 13-4084 US1 7/19/2023 Ongoing None Unlikely City of Oshkosh 13-471 P 8/9/2023 Ongoing Submerged, slight flow 8.30 554 0 0 0 0 Unlikely City of Oshkosh 14-1007 NPM 7/19/2023 Ongoing None Unlikely City of Oshkosh 14-1218 NPNM 7/19/2023 Ongoing None Unlikely City of Oshkosh 14-1220 NPNM 7/19/2023 Ongoing None Unlikely City of Oshkosh 14-1222 NPNM 7/19/2023 Ongoing None Unlikely City of Oshkosh 14-1229 NPNM 7/19/2023 Ongoing None Unlikely City of Oshkosh 14-1772 NPNM 7/19/2023 Ongoing None Unlikely City of Oshkosh 14-1779 NPNM 7/19/2023 Ongoing None Unlikely City of Oshkosh 14-1959 NPM 7/19/2023 Ongoing None Unlikely City of Oshkosh 14-2032 P 7/19/2023 Ongoing Submerged, indeterminate Unlikely City of Oshkosh 14-2032 US1 7/19/2023 Ongoing Submerged, indeterminate 7.69 1,568 0 0 0 0 Unlikely City of Oshkosh 14-595 NPM 7/19/2023 Ongoing Submerged, slight flow 8.20 1,501 0 0 0 0 Unlikely City of Oshkosh 14-635 NPM 7/19/2023 Ongoing Submerged, indeterminate Unlikely City of Oshkosh 14-635 US1 7/19/2023 Ongoing None Unlikely City of Oshkosh 14-644 NPM 7/19/2023 Ongoing None Unlikely City of Oshkosh 14-645 NPM 7/19/2023 Ongoing None Unlikely City of Oshkosh 14-670 NPM 7/19/2023 Ongoing None Unlikely City of Oshkosh 14-766 NPM 7/19/2023 Ongoing None Unlikely City of Oshkosh 14-996 NPM 7/19/2023 Ongoing Submerged (not located)Potential City of Oshkosh 14-996 US1 7/19/2023 Ongoing Submerged, indeterminate 7.47 750 3 0 0 0 Potential City of Oshkosh 14-999 P 7/19/2023 Ongoing None Unlikely City of Oshkosh 15-1348 NPNM 8/1/2023 Ongoing Submerged, no flow 7.97 711 0 0 0 0 Unlikely City of Oshkosh 15-2295 NPNM 8/1/2023 Ongoing Submerged, slight flow 7.79 1,038 0 0 0 0 Unlikely City of Oshkosh 15-2297 NPNM 8/1/2023 Ongoing Submerged, no flow 7.65 103 0 0 0 0 Unlikely City of Oshkosh 15-2488 NPNM 8/1/2023 Ongoing None Unlikely City of Oshkosh 15-3111 NPNM 8/1/2023 Ongoing Submerged, indeterminate Unlikely City of Oshkosh 15-3111 US1 8/1/2023 Ongoing Submerged, indeterminate 8.82 1,398 0 0 0 0 Unlikely City of Oshkosh 15-311a NPNM 8/1/2023 Ongoing None Unlikely City of Oshkosh 15-3339 NPNM 7/17/2023 Ongoing Submerged, indeterminate 7.86 1,634 0 0 0 0 Unlikely City of Oshkosh 15-3339 US1 7/17/2023 Ongoing None Unlikely City of Oshkosh 15-3373 NPNM 7/17/2023 Ongoing Submerged, indeterminate Potential City of Oshkosh 15-3373 US1 7/17/2023 Ongoing Submerged, indeterminate 7.16 464 0 0 0 0.9 Potential City of Oshkosh 16-1178 P 8/9/2023 Ongoing Submerged (not located)Potential City of Oshkosh 16-1178 US1 8/9/2023 Ongoing Submerged, indeterminate 7.72 456 0.5 0 0 0 Potential City of Oshkosh 16-1205 P 8/1/2023 Ongoing Submerged, no flow 7.95 607 0 0 0 0 Unlikely City of Oshkosh 16-201 P 7/17/2023 Ongoing Submerged (not located)Unlikely City of Oshkosh 16-201 US1 7/17/2023 Ongoing Submerged, indeterminate 8.90 391 0 0 0 0 Unlikely City of Oshkosh 16-2092 NPM 8/1/2023 Ongoing None Unlikely City of Oshkosh 16-594 P 7/17/2023 Ongoing Submerged (not located)Unlikely City of Oshkosh 16-594 US1 7/17/2023 Ongoing Submerged, indeterminate 7.69 256 0 0 0 0 Unlikely City of Oshkosh 16-660 P 8/1/2023 Ongoing Submerged, slight flow 8.10 816 0 0 0 0 Unlikely City of Oshkosh 16-660 US1 8/1/2023 Ongoing None Unlikely City of Oshkosh 16-844 P 8/1/2023 Ongoing Trickle 8.43 7,200 0 0 0 0 Potential Page 3 of 4 Printed 1/23/2024 Outfall Screening Summary Outfall ID Priority Class*Inspection Date Inspection Type Flow Description pH Conductivity (µS/cm) Ammonia (ppm) Total Chlorine (ppm) Free Chlorine (ppm) Detergent (mg/L) Illicit Discharge Potential City of Oshkosh 16-995 P 8/1/2023 Ongoing Submerged, indeterminate Unlikely City of Oshkosh 16-995 US1 8/1/2023 Ongoing Submerged, indeterminate 7.82 777 0 0 0 0 Unlikely *Priority Class: P = Priority Outfall NPM = Non-Priority Outfall NPNM = Non-Priority Non-Major Outfall Page 4 of 4 Printed 1/23/2024 City of Oshkosh MS4 Annual Report - IDDE Program Summary 1/1/2023 to 12/31/2023 Total outfalls in inventory:458 Major outfalls 97 Minor outfalls 248 Supplemental outfalls 113 Priority outfalls 39 Non-priority major outfalls 84 Non-priority non-major outfalls 335 (current through 1/23/2024) Reporting Period: Total outfalls screened during period:87 % of total outfalls:19% Add'l upstream locations screened:49 Not submerged:27 % of inspected outfalls:31% Partially submerged:29 % of inspected outfalls:33% Submerged status of screened outfalls Fully submerged:31 % of inspected outfalls:36% Unlikely:74 % of inspected outfalls:85% Illicit discharge potential of screened outfalls Potential:13 % of inspected outfalls:15% Obvious:% of inspected outfalls: None 20 % of upstream manholes:41% Gross solids severity in upstream manholes Minor 19 % of upstream manholes:39% Moderate 9 % of upstream manholes:18% Severe 1 % of upstream manholes:2% Total samples collected during period:60 % of inspected outfalls:69% Flow samples 17 % of samples:28% Pool samples 43 % of samples:72% Parameter Ammonia (ppm)0 Min 6 Max Action level 1 # of samples exceeding action level 2 Free chlorine (mg/L)0 0 detection 0 Total chlorine (mg/L)0 0 detection 0 Detergent (mg/L)0 0.9 detection 1 Conductivity (µS/cm)77 7,200 2,000 1 pH (pH units)7.13 8.93 < 6.0 or > 9.0 0 Temperature (°F)67 82 No flow (dry)21 % of inspected outfalls:24% Flow status of screened outfalls Trickle flow 2 % of inspected outfalls:2% Moderate flow % of inspected outfalls: Substantial flow % of inspected outfalls: Submerged 36 % of inspected outfalls:41% Not located 28 % of inspected outfalls:32% Major outfalls 31 Minor outfalls 34 Supplemental outfalls 22 Priority outfalls 38 Non-priority major outfalls 18 Non-priority non-major outfalls 31 Page 11/23/2024 Outfall Screening History City of Oshkosh Not inspected Unlikely illicit discharge Potential illicit discharge Obvious illicit discharge Row Labels 20 0 9 20 1 0 20 1 1 20 1 2 20 1 3 20 1 4 20 1 5 20 1 6 20 1 7 20 1 8 20 1 9 20 2 0 20 2 1 20 2 2 20 2 3 01-520 01-642 02-309 02-357 03-119 03-173 03-22 03-35 03-604 03-81 05-14 05-155 05-241 06-1136 06-1562 06-1696 06-1709 06-221 06-2241 06-2798 06-3027 06-471 06-473 06-478 06-489 06-494 06-52 06-602 06-610 06-745 06-795 06-798 06-810 06-829 08-284 08-347 11-1018 11-177 11-376 Outfall Screening History City of Oshkosh Not inspected Unlikely illicit discharge Potential illicit discharge Obvious illicit discharge Row Labels 20 0 9 20 1 0 20 1 1 20 1 2 20 1 3 20 1 4 20 1 5 20 1 6 20 1 7 20 1 8 20 1 9 20 2 0 20 2 1 20 2 2 20 2 3 11-512 12-2508 12-569 13-1098 13-1766 13-2332 13-3427 13-3774 13-4012 13-4025 13-4057 13-4075 13-4082 13-4084 13-471 14-1007 14-1218 14-1220 14-1222 14-1229 14-1772 14-1779 14-1959 14-2032 14-595 14-635 14-644 14-645 14-670 14-766 14-996 14-999 15-1348 15-2295 15-2297 15-2488 15-3111 15-311a 15-3339 Outfall Screening History City of Oshkosh Not inspected Unlikely illicit discharge Potential illicit discharge Obvious illicit discharge Row Labels 20 0 9 20 1 0 20 1 1 20 1 2 20 1 3 20 1 4 20 1 5 20 1 6 20 1 7 20 1 8 20 1 9 20 2 0 20 2 1 20 2 2 20 2 3 15-3373 16-1178 16-1205 16-201 16-2092 16-594 " ! ! ! ! ! ! ! ! ! # # # 01-520 11-512 05-14 16-1178 11-376 03-22 06-810 11-177 06-829 16-844 14-996 03-173 15-3373 IDDE Potential #Potential (Physical/Chemical) (3) #Obvious (Physical/Chemical) (0) !Potential - Floating Gross Solids Only (9) "Potential - Conductivity Only (1) F:\ENVIRO\IDDE\GIS\IDDEpot_Oshkosh.mxd PROJECT NO.R3000958.00 FIGURE NO.A-2 SCALE:1 " = 5,047 'Project Manager: Project Engineer: Drawn By:JCWChecked By: 2023 IDDE ONGOING SCREENING PROGRAM CITY OF OSHKOSHWINNEBAGO COUNTY, WISCONSIN OUTFALLS WITH POTENTIALILLICIT DISCHARGES.Date:12/12/2023 Printed: jcweis 12/12/2023 2:26:11 PM 1 Systems DriveAppleton, WI 54914 (920) 735-6900www.westwoodps.com City of Oshkosh Ongoing Screening Program Outfall Screening Schedule, by Outfall ID Outfall ID Class Last Screened 2024 2025 2026 2027 2028 2029 2030 01-132 NPNM 2012 X 01-35 NPNM 2018 X 01-360 NPM 2020 X 01-380 NPNM 2015 X 01-520 P 2023 X X X X X X X 01-642 NPM 2023 01-656 NPNM 2016 X 01-696 NPNM 2018 X 01-713 NPNM 2022 01-722 NPNM 2018 X 02-309 P 2023 X X X X X X X 02-322 NPNM 2015 X 02-357 P 2023 X X X X X X X 02-386 NPNM 2015 X 02-419 NPNM 2015 X 03-119 P 2023 X X X X X X X 03-173 P 2023 X X X X X X X 03-22 P 2023 X X X X X X X 03-35 P 2023 X X X X X X X 03-379 NPNM 2018 X 03-382 NPNM 2018 X 03-385 NPNM 2018 X 03-387 NPNM 2018 X 03-477 NPM 2018 X 03-604 NPM 2023 03-81 P 2023 X X X X X X X 05-14 P 2023 X X X X X X X 05-155 P 2023 X X X X X X X 05-241 P 2023 X X X X X X X 05-621 NPM 2021 05-670 NPM 2020 X 06-1028 NPNM 2017 X 06-1083 NPNM 2017 X 06-1090 NPNM 2017 X 06-1136 NPM 2023 06-1149 NPNM 2017 X 06-1389 NPNM 2022 06-1392 NPNM 2022 06-1394 NPNM 2022 06-1404 NPNM 2022 06-1477 NPNM 2022 06-1495 NPNM 2017 X 06-1562 NPNM 2023 06-1601 NPNM 2022 06-1619 NPNM 2022 06-1633 NPNM 2022 06-1636 NPNM 2022 City of Oshkosh Ongoing Screening Program Outfall Screening Schedule, by Outfall ID Outfall ID Class Last Screened 2024 2025 2026 2027 2028 2029 2030 06-1694 NPNM 2014 X 06-1696 NPM 2023 06-1709 P 2023 X X X X X X X 06-1746 NPM 2018 X 06-1814 NPNM 2017 X 06-1816 NPNM 2017 X 06-216 NPNM 2019 X 06-221 P 2023 X X X X X X X 06-2241 NPM 2023 06-2296 NPM 2020 X 06-2632 NPNM 2022 06-2739 NPM 2021 06-2756 NPNM 2022 06-2798 NPNM 2023 06-2804 NPNM 2022 06-2870 NPNM 2022 06-2927 NPNM 2022 06-2933 NPNM 2022 06-2947 NPNM 2022 06-2955 NPNM 2022 06-2957 NPNM 2022 06-2960 NPNM 2022 06-2961 NPNM 2022 06-3 NPNM 2017 X 06-3027 NPM 2023 06-471 NPNM 2023 06-473 NPNM 2023 06-478 NPNM 2023 06-489 NPM 2023 X 06-494 NPNM 2023 06-52 P 2023 X X X X X X X 06-588 NPNM 2018 06-602 NPNM 2023 06-610 NPNM 2023 06-622a NPNM 2017 X 06-65 NPNM 2022 06-745 NPNM 2023 06-795 NPNM 2023 06-798 NPNM 2023 06-810 P 2023 X X X X X X X 06-829 P 2023 X X X X X X X 06-880 NPNM 2017 X 06-961 NPNM 2017 X 06-968 NPNM 2017 X 06-977 NPNM 2017 X 08-1042 NPNM 2015 X 08-1080 NPNM 0 X City of Oshkosh Ongoing Screening Program Outfall Screening Schedule, by Outfall ID Outfall ID Class Last Screened 2024 2025 2026 2027 2028 2029 2030 08-1111 NPM 2022 08-1150 NPNM 2015 X 08-1217 NPNM 2015 X 08-1239 NPNM 2016 X 08-271 NPNM 2015 X 08-279 NPNM 2015 X 08-284 P 2023 X X X X X X X 08-347 P 2023 X X X X X X X 08-55 NPNM 2010 X 08-937 NPNM 2018 X 08-952 NPNM 2015 X 09-107 NPM 2020 X 09-32 NPNM 2020 X 09-641 NPNM 2020 X 11-1018 NPM 2023 11-1097 NPM 2022 11-118 NPNM 2019 X 11-1180 NPM 2021 11-177 P 2023 X X X X X X X 11-225 NPNM 2019 X 11-244 NPNM 2019 X 11-247 NPNM 2019 X 11-318 NPNM 2019 X 11-376 P 2023 X X X X X X X 11-400 NPM 2022 11-46 NPNM 2019 X 11-479 NPNM 2016 X 11-512 P 2023 X X X X X X X 11-515 NPNM 2019 X 11-64 NPNM 2019 X 11-69 NPNM 2019 X 11-71 NPNM 2019 X 11-75 NPNM 2019 X 11-79 NPNM 2019 X 11-801 NPNM 2019 X 11-803 NPNM 2019 X 11-805 NPNM 2019 X 12-1245 NPNM 2013 X 12-1261 NPNM 2013 X 12-1313 NPNM 2018 X 12-1414 NPNM 2013 X 12-1604 NPNM 2013 X 12-1676 NPNM 2013 X 12-1676a NPNM 2013 X 12-1682 NPNM 2013 X 12-1692 NPNM 2014 X 12-1700 NPNM 2013 X City of Oshkosh Ongoing Screening Program Outfall Screening Schedule, by Outfall ID Outfall ID Class Last Screened 2024 2025 2026 2027 2028 2029 2030 12-1711 NPNM 2013 X 12-1781 NPNM 2015 X 12-1793 NPNM 2015 X 12-1795 NPNM 2015 X 12-1916 NPNM 2013 X 12-2026 NPNM 2015 X 12-2034 NPNM 2015 X 12-2042 NPM 2020 X 12-2075 NPNM 2013 X 12-2079 NPNM 2013 X 12-2089 NPNM 2013 X 12-2092a NPNM 2013 X 12-2093 NPNM 2013 X 12-2126 NPNM 2021 12-2128 NPNM 2021 12-2133 NPM 2021 12-2273 NPNM 2020 X 12-2297 NPNM 2016 X 12-2299 NPNM 2016 X 12-2484 NPM 2022 12-2508 P 2023 X X X X X X X 12-2538 NPM 2021 12-2551 NPM 2021 12-2581 NPM 2021 12-569 P 2023 X X X X X X X 12-576 NPM 2018 X 12-889 NPNM 2015 X 12-890 NPNM 2020 X 12-925 NPM 2020 X 12-972 NPNM 2015 X 12-997 NPNM X 13-1098 P X X X X X X X 13-1106 NPNM X 13-1109 NPNM 2018 X 13-1174 NPM X 13-1283 NPM X 13-1552 NPM X 13-1554 NPNM 2015 X 13-1588 NPNM X 13-1673 NPNM 13-1715 NPNM 2012 X 13-1716 NPNM 2020 X 13-1718 NPNM 2017 X 13-1758 NPNM 2020 X 13-1766 P 2023 X X X X X X X 13-1769 NPM 2021 X 13-1870 NPNM 2020 X City of Oshkosh Ongoing Screening Program Outfall Screening Schedule, by Outfall ID Outfall ID Class Last Screened 2024 2025 2026 2027 2028 2029 2030 13-1957 NPNM 2013 X 13-2031 NPNM 2020 X 13-2135 NPNM 13-2156 NPNM 2013 X 13-2332 P 2023 X X X X X X X 13-2371 NPM 2021 13-2382 NPNM 2021 13-2387 NPNM 2021 13-2390 NPNM 2021 13-2455 NPNM 0 X 13-2464 NPNM 2020 X 13-2527 NPNM 2020 X 13-2557 NPNM 0 X 13-2563 NPM 2020 X 13-2564 NPNM 2020 X 13-2596 NPNM 2020 X 13-2611 NPNM 2018 X 13-2613 NPM 2018 X 13-2666 NPNM 2021 13-2736 NPM 2020 X 13-2768 NPNM 2012 X 13-2822 NPNM 2021 13-2860 NPNM 2018 X 13-2867 NPNM 2018 X 13-2872 NPNM 2018 X 13-2872b NPM 2018 X 13-2886 NPNM 2012 X 13-3021 NPNM 2021 13-3024 NPNM 2021 13-3043 NPNM 2021 13-3095 NPNM 2012 X 13-3099 NPNM 2014 X 13-3119 NPNM 2021 13-3127 NPNM 2021 13-3130 NPNM 2021 13-3162 NPNM 2020 X 13-3194 NPNM 2020 X 13-3204 NPNM 2018 X 13-3204b NPM 2018 X 13-3224 NPNM 2018 X 13-3243 NPNM 2012 X 13-3427 NPNM 2023 13-3488 NPNM 2018 X 13-3497 NPNM 2021 13-3509 NPNM 2021 13-3636 NPNM 2021 13-3686 NPNM 2012 X City of Oshkosh Ongoing Screening Program Outfall Screening Schedule, by Outfall ID Outfall ID Class Last Screened 2024 2025 2026 2027 2028 2029 2030 13-3706 NPNM 2021 13-3774 P 2023 X X X X X X X 13-3806 NPNM 2021 13-3820 NPM 2021 13-3861 NPNM 2021 13-3869 NPNM 2021 13-3905 NPM 2021 13-3921 NPNM 2022 13-4012 P 2023 X X X X X X X 13-4025 NPNM 2023 13-4037 NPNM 2021 13-4046 NPNM 2021 13-4057 NPNM 2023 13-4075 NPNM 2023 13-4082 NPNM 2023 13-4084 NPNM 2023 13-4107 NPNM 2021 13-4147 NPNM 2022 13-471 P 2023 X X X X X X X 13-68 NPM 2020 X 13-906 NPM 2021 14-1007 NPM 2023 14-1075 NPNM 2014 X 14-1130 NPNM 2013 X 14-1133 NPNM 2013 X 14-1136 NPNM 2013 X 14-1138 NPNM 2013 X 14-1139 NPNM 2013 X 14-1218 NPNM 2023 14-1220 NPNM 2023 14-1222 NPNM 2023 14-1229 NPNM 2023 14-124 NPNM 2013 X 14-1253 NPNM 2013 X 14-1253b NPNM X 14-1387 NPNM 2013 X 14-1514 NPM 2018 X 14-1515 NPNM 2013 X 14-1650 NPM 2022 14-1772 NPNM 2023 14-1779 NPNM 2023 14-1959 NPM 2023 14-2004 NPM 2022 14-2024 NPM 2022 14-2032 P 2023 X X X X X X X 14-2099 NPNM 2022 14-331 NPM 2022 City of Oshkosh Ongoing Screening Program Outfall Screening Schedule, by Outfall ID Outfall ID Class Last Screened 2024 2025 2026 2027 2028 2029 2030 14-368 NPNM 2010 X 14-400 NPM 2022 14-595 NPM 2023 14-615 NPNM 2013 X 14-635 NPM 2023 14-644 NPM 2023 14-645 NPM 2023 14-670 NPM 2023 14-759 NPNM 2013 X 14-766 NPM 2023 14-996 NPM 2023 X 14-999 P 2023 X X X X X X X 15-027 NPNM 2011 X 15-1018 NPNM 2011 X 15-1020 NPNM 2019 X 15-1032 NPM 2019 X 15-1067 NPM 2019 X 15-1093 NPNM 2020 X 15-1106 NPNM 2011 X 15-1108 NPNM 2018 X 15-1110 NPNM 2011 X 15-1125 NPNM 2011 X 15-1127 NPNM 2011 X 15-1129 NPNM 2011 X 15-1132 NPNM 2011 X 15-1135 NPNM 2019 X 15-1137 NPNM 2019 X 15-1185 NPNM 2011 X 15-1187 NPNM 2011 X 15-1188 NPNM 2011 X 15-1217 NPM 2021 15-1219 NPM 2021 X 15-1225 NPNM 2019 X 15-1237 NPNM 2016 X 15-1239 NPNM 2011 X 15-1248 NPM 2019 X 15-1263 NPM 2019 X 15-1277 NPM 2022 15-1277W NPM 15-1287 NPNM 2011 X 15-1348 NPNM 2023 15-146 NPNM 2021 15-1494 NPNM 2019 X 15-1746 NPNM 2013 X 15-1749 NPNM 2013 X 15-1806 NPM 2022 15-1807 NPNM 2013 X City of Oshkosh Ongoing Screening Program Outfall Screening Schedule, by Outfall ID Outfall ID Class Last Screened 2024 2025 2026 2027 2028 2029 2030 15-1817 NPM 2022 15-1856 NPNM 2013 X 15-1891 NPNM 2013 15-1903 NPNM 2013 15-1983 NPNM 2019 X 15-2108 NPNM 2019 X 15-2242 NPNM 2020 X 15-2243 NPM 2020 X 15-2292 NPM 2021 15-2295 NPNM 2023 15-2297 NPNM 2023 15-2375 NPNM 2020 X 15-2388 NPNM 2020 X 15-2394 NPNM 2011 X 15-2409 NPNM 2021 15-2412 NPNM 2021 15-2475 NPNM 2021 15-2477 NPM 2018 X 15-2488 NPNM 2023 15-2514 NPNM 2019 X 15-2527 NPNM 2011 X 15-2528 NPNM 2011 X 15-2630 NPNM 2019 X 15-2650 NPNM 2017 X 15-2656 NPNM 2019 X 15-2690 NPNM 2020 X 15-2792 NPM 2019 X 15-3111 NPNM 2023 15-3200 NPNM 0 X 15-311a NPNM 2023 15-3211 NPNM 2020 X 15-3212 NPM 2019 X 15-3219 NPNM 0 X 15-3274 NPNM 2021 15-3329 NPNM 2022 15-3337 NPNM 2022 15-3339 NPNM 2023 15-3372 NPNM 2022 15-3373 NPNM 2023 X 15-3468 NPNM 2022 15-349 NPNM 2019 X 15-350 NPNM 2019 X 15-378 NPNM 2019 X 15-399 NPNM 2011 X 15-488 NPNM 2011 X 15-571 NPNM 2021 15-573 NPNM 2021 City of Oshkosh Ongoing Screening Program Outfall Screening Schedule, by Outfall ID Outfall ID Class Last Screened 2024 2025 2026 2027 2028 2029 2030 15-690 NPNM 2019 X 15-693 NPNM 2019 X 15-744 NPM 2022 15-787 NPM 2022 15-798 NPNM 2011 X 15-804 NPNM 2019 X 15-840 NPNM 2011 X 15-858 NPNM 2011 X 15-863 NPNM 2011 X 15-865 NPNM 2011 X 15-895 NPNM 2011 X 15-905 NPNM 2011 X 15-910 NPM 2022 15-940 NPM 2022 15-959 NPM 2022 15-965 NPNM 2011 X 16-1073 NPNM 2022 16-1178 P 2023 X X X X X X X 16-119 NPNM 2016 X 16-1204 NPNM 2017 X 16-1205 P 2023 X X X X X X X 16-1207 NPNM 2017 X 16-1213 NPNM 2017 X 16-1386 NPNM 2016 X 16-142 NPNM 2020 X 16-1499 NPNM 2020 X 16-1506 NPNM 2016 X 16-1508 NPM 2020 X 16-1571 NPNM 2016 X 16-1576 NPNM 2016 X 16-1578 NPNM 2016 X 16-1579 NPNM 2016 X 16-1580 NPNM 2016 X 16-1581 NPNM 2016 X 16-1582 NPNM 2016 X 16-1583 NPNM 2016 X 16-1586 NPNM 2016 X 16-1587 NPNM 2016 X 16-1610 NPM 2019 X 16-1628 NPNM 2012 X 16-1633 NPNM 2017 X 16-164 NPNM 2018 X 16-1918 NPNM 2012 X 16-1952 NPNM 2016 X 16-201 P 2023 X X X X X X X 16-2092 NPM 2023 16-2099 NPNM 2012 X City of Oshkosh Ongoing Screening Program Outfall Screening Schedule, by Outfall ID Outfall ID Class Last Screened 2024 2025 2026 2027 2028 2029 2030 16-2187 NPNM 2017 X 16-2203 NPNM 2022 16-2204 NPNM 2022 16-2206 NPNM 2022 16-2210 NPNM 2022 16-2213 NPNM 2022 16-2220 NPNM 2022 16-28 NPNM 2017 X 16-295 NPNM 2020 X 16-386 NPNM 2016 X 16-396 NPNM 2011 X 16-436 NPNM 2019 X 16-463 NPNM 2016 X 16-551 NPNM 2016 X 16-587 NPNM 2018 X 16-594 P 2023 X X X X X X X 16-622 NPNM 2017 X 16-629 NPNM 2017 X 16-660 P 2023 X X X X X X X 16-663 NPNM 2017 X 16-71 P 2022 X X X X X X X 16-844 P 2023 X X X X X X X 16-869 NPNM 2017 X 16-871 NPNM 2016 X 16-873 NPNM 2016 X 16-941 NPNM 2017 X 16-995 P 2023 X X X X X X X EdgePond1out NPNM 2013 X EdgePond2in NPNM 2013 X FernauPond NPM 2020 X OakwoodPondOutNPM 2018 X Osh0944 NPNM 2011 X Wash41_01 NPM 2022 Wash41_02 NPNM 2015 X Wash41_03 NPM 2021 Totals 92 90 73 72 73 72 70 P Priority Outfall NPM Non-Priority Major Outfall NPNM Non-Priority Non-Major Outfall City of Oshkosh Ongoing Screening Program Outfall Screening Schedule, by Year Outfall ID Class Last Screened 2024 2025 2026 2027 2028 2029 2030 01-520 P 2023 X X X X X X X 02-309 P 2023 X X X X X X X 02-357 P 2023 X X X X X X X 03-119 P 2023 X X X X X X X 03-173 P 2023 X X X X X X X 03-22 P 2023 X X X X X X X 03-35 P 2023 X X X X X X X 03-81 P 2023 X X X X X X X 05-14 P 2023 X X X X X X X 05-155 P 2023 X X X X X X X 05-241 P 2023 X X X X X X X 06-1709 P 2023 X X X X X X X 06-221 P 2023 X X X X X X X 06-52 P 2023 X X X X X X X 06-810 P 2023 X X X X X X X 06-829 P 2023 X X X X X X X 08-284 P 2023 X X X X X X X 08-347 P 2023 X X X X X X X 11-177 P 2023 X X X X X X X 11-376 P 2023 X X X X X X X 11-512 P 2023 X X X X X X X 12-2508 P 2023 X X X X X X X 12-569 P 2023 X X X X X X X 13-1098 P X X X X X X X 13-1766 P 2023 X X X X X X X 13-2332 P 2023 X X X X X X X 13-3774 P 2023 X X X X X X X 13-4012 P 2023 X X X X X X X 13-471 P 2023 X X X X X X X 14-2032 P 2023 X X X X X X X 14-999 P 2023 X X X X X X X 16-1178 P 2023 X X X X X X X 16-1205 P 2023 X X X X X X X 16-201 P 2023 X X X X X X X 16-594 P 2023 X X X X X X X 16-660 P 2023 X X X X X X X 16-71 P 2022 X X X X X X X 16-844 P 2023 X X X X X X X 16-995 P 2023 X X X X X X X 05-621 NPM 2021 06-2739 NPM 2021 11-1180 NPM 2021 12-2133 NPM 2021 12-2538 NPM 2021 12-2551 NPM 2021 Priority Outfalls (annual) Non-Priority Major Outfalls (every 5 years) City of Oshkosh Ongoing Screening Program Outfall Screening Schedule, by Year Outfall ID Class Last Screened 2024 2025 2026 2027 2028 2029 2030 12-2581 NPM 2021 13-2371 NPM 2021 13-3820 NPM 2021 13-3905 NPM 2021 13-906 NPM 2021 15-1217 NPM 2021 15-1277W NPM 15-2292 NPM 2021 Wash41_03 NPM 2021 08-1111 NPM 2022 11-1097 NPM 2022 11-400 NPM 2022 12-2484 NPM 2022 14-1650 NPM 2022 14-2004 NPM 2022 14-2024 NPM 2022 14-331 NPM 2022 14-400 NPM 2022 15-1277 NPM 2022 15-1806 NPM 2022 15-1817 NPM 2022 15-744 NPM 2022 15-787 NPM 2022 15-910 NPM 2022 15-940 NPM 2022 15-959 NPM 2022 Wash41_01 NPM 2022 01-642 NPM 2023 03-604 NPM 2023 06-1136 NPM 2023 06-1696 NPM 2023 06-2241 NPM 2023 06-3027 NPM 2023 11-1018 NPM 2023 14-1007 NPM 2023 14-1959 NPM 2023 14-595 NPM 2023 14-635 NPM 2023 14-644 NPM 2023 14-645 NPM 2023 14-670 NPM 2023 14-766 NPM 2023 14-996 NPM 2023 X 16-2092 NPM 2023 03-477 NPM 2018 X 06-1746 NPM 2018 X 12-576 NPM 2018 X City of Oshkosh Ongoing Screening Program Outfall Screening Schedule, by Year Outfall ID Class Last Screened 2024 2025 2026 2027 2028 2029 2030 13-2613 NPM 2018 X 13-2872b NPM 2018 X 13-3204b NPM 2018 X 14-1514 NPM 2018 X 15-1032 NPM 2019 X 15-1067 NPM 2019 X 15-1219 NPM 2021 X 15-1248 NPM 2019 X 15-1263 NPM 2019 X 15-2477 NPM 2018 X 15-2792 NPM 2019 X 15-3212 NPM 2019 X 16-1610 NPM 2019 X OakwoodPondOutNPM 2018 X 01-360 NPM 2020 X 05-670 NPM 2020 X 06-2296 NPM 2020 X 06-489 NPM 2023 X 09-107 NPM 2020 X 12-2042 NPM 2020 X 12-925 NPM 2020 X 13-1174 NPM X 13-1283 NPM X 13-1552 NPM X 13-1769 NPM 2021 X 13-2563 NPM 2020 X 13-2736 NPM 2020 X 13-68 NPM 2020 X 15-2243 NPM 2020 X 16-1508 NPM 2020 X FernauPond NPM 2020 X 12-2126 NPNM 2021 12-2128 NPNM 2021 13-1673 NPNM 13-2135 NPNM 13-2382 NPNM 2021 13-2387 NPNM 2021 13-2390 NPNM 2021 13-2666 NPNM 2021 13-2822 NPNM 2021 13-3021 NPNM 2021 13-3024 NPNM 2021 13-3043 NPNM 2021 13-3119 NPNM 2021 13-3127 NPNM 2021 13-3130 NPNM 2021 Non-Priority Non-Major Outfalls (every 10 years) City of Oshkosh Ongoing Screening Program Outfall Screening Schedule, by Year Outfall ID Class Last Screened 2024 2025 2026 2027 2028 2029 2030 13-3497 NPNM 2021 13-3509 NPNM 2021 13-3636 NPNM 2021 13-3706 NPNM 2021 13-3806 NPNM 2021 13-3861 NPNM 2021 13-3869 NPNM 2021 13-4037 NPNM 2021 13-4046 NPNM 2021 13-4107 NPNM 2021 15-146 NPNM 2021 15-2409 NPNM 2021 15-2412 NPNM 2021 15-2475 NPNM 2021 15-3274 NPNM 2021 15-571 NPNM 2021 15-573 NPNM 2021 01-713 NPNM 2022 06-1389 NPNM 2022 06-1392 NPNM 2022 06-1394 NPNM 2022 06-1404 NPNM 2022 06-1477 NPNM 2022 06-1601 NPNM 2022 06-1619 NPNM 2022 06-1633 NPNM 2022 06-1636 NPNM 2022 06-2632 NPNM 2022 06-2756 NPNM 2022 06-2804 NPNM 2022 06-2870 NPNM 2022 06-2927 NPNM 2022 06-2933 NPNM 2022 06-2947 NPNM 2022 06-2955 NPNM 2022 06-2957 NPNM 2022 06-2960 NPNM 2022 06-2961 NPNM 2022 06-65 NPNM 2022 13-3921 NPNM 2022 13-4147 NPNM 2022 14-2099 NPNM 2022 15-3329 NPNM 2022 15-3337 NPNM 2022 15-3372 NPNM 2022 15-3468 NPNM 2022 16-1073 NPNM 2022 City of Oshkosh Ongoing Screening Program Outfall Screening Schedule, by Year Outfall ID Class Last Screened 2024 2025 2026 2027 2028 2029 2030 16-2203 NPNM 2022 16-2204 NPNM 2022 16-2206 NPNM 2022 16-2210 NPNM 2022 16-2213 NPNM 2022 16-2220 NPNM 2022 06-1562 NPNM 2023 06-2798 NPNM 2023 06-471 NPNM 2023 06-473 NPNM 2023 06-478 NPNM 2023 06-494 NPNM 2023 06-588 NPNM 2018 06-602 NPNM 2023 06-610 NPNM 2023 06-745 NPNM 2023 06-795 NPNM 2023 06-798 NPNM 2023 13-3427 NPNM 2023 13-4025 NPNM 2023 13-4057 NPNM 2023 13-4075 NPNM 2023 13-4082 NPNM 2023 13-4084 NPNM 2023 14-1218 NPNM 2023 14-1220 NPNM 2023 14-1222 NPNM 2023 14-1229 NPNM 2023 14-1772 NPNM 2023 14-1779 NPNM 2023 15-1348 NPNM 2023 15-1891 NPNM 2013 15-1903 NPNM 2013 15-2295 NPNM 2023 15-2297 NPNM 2023 15-2488 NPNM 2023 15-311a NPNM 2023 15-3111 NPNM 2023 15-3339 NPNM 2023 15-3373 NPNM 2023 X 01-696 NPNM 2018 X 06-1495 NPNM 2017 X 08-1042 NPNM 2015 X 08-1080 NPNM 0 X 08-1150 NPNM 2015 X 08-271 NPNM 2015 X 08-279 NPNM 2015 X City of Oshkosh Ongoing Screening Program Outfall Screening Schedule, by Year Outfall ID Class Last Screened 2024 2025 2026 2027 2028 2029 2030 08-55 NPNM 2010 X 08-937 NPNM 2018 X 13-1588 NPNM X 13-1715 NPNM 2012 X 13-1716 NPNM 2020 X 13-1718 NPNM 2017 X 13-2455 NPNM 0 X 13-2527 NPNM 2020 X 13-2557 NPNM 0 X 13-2611 NPNM 2018 X 13-2860 NPNM 2018 X 13-2867 NPNM 2018 X 13-2872 NPNM 2018 X 13-3204 NPNM 2018 X 13-3488 NPNM 2018 X 14-1515 NPNM 2013 X 15-1093 NPNM 2020 X 15-1856 NPNM 2013 X 15-3200 NPNM 0 X 15-3211 NPNM 2020 X 15-3219 NPNM 0 X 16-1204 NPNM 2017 X 16-1207 NPNM 2017 X 16-1213 NPNM 2017 X 16-1628 NPNM 2012 X 16-1633 NPNM 2017 X 16-941 NPNM 2017 X 12-1781 NPNM 2015 X 12-1793 NPNM 2015 X 12-1795 NPNM 2015 X 13-1106 NPNM X 15-027 NPNM 2011 X 15-1018 NPNM 2011 X 15-1106 NPNM 2011 X 15-1108 NPNM 2018 X 15-1110 NPNM 2011 X 15-1125 NPNM 2011 X 15-1127 NPNM 2011 X 15-1129 NPNM 2011 X 15-1132 NPNM 2011 X 15-1185 NPNM 2011 X 15-1187 NPNM 2011 X 15-1188 NPNM 2011 X 15-1237 NPNM 2016 X 15-1239 NPNM 2011 X 15-1287 NPNM 2011 X 15-2394 NPNM 2011 X City of Oshkosh Ongoing Screening Program Outfall Screening Schedule, by Year Outfall ID Class Last Screened 2024 2025 2026 2027 2028 2029 2030 15-2527 NPNM 2011 X 15-2528 NPNM 2011 X 15-399 NPNM 2011 X 15-488 NPNM 2011 X 15-798 NPNM 2011 X 15-840 NPNM 2011 X 15-858 NPNM 2011 X 15-863 NPNM 2011 X 15-865 NPNM 2011 X 15-895 NPNM 2011 X 15-905 NPNM 2011 X 15-965 NPNM 2011 X 16-396 NPNM 2011 X Osh0944 NPNM 2011 X 11-247 NPNM 2019 X 11-46 NPNM 2019 X 11-479 NPNM 2016 X 11-69 NPNM 2019 X 11-79 NPNM 2019 X 11-801 NPNM 2019 X 11-803 NPNM 2019 X 12-1245 NPNM 2013 X 12-1261 NPNM 2013 X 12-1414 NPNM 2013 X 12-1604 NPNM 2013 X 12-1676 NPNM 2013 X 12-1676a NPNM 2013 X 12-1682 NPNM 2013 X 12-1692 NPNM 2014 X 12-1700 NPNM 2013 X 12-1711 NPNM 2013 X 12-1916 NPNM 2013 X 12-2075 NPNM 2013 X 12-2079 NPNM 2013 X 12-2089 NPNM 2013 X 12-2092a NPNM 2013 X 12-2093 NPNM 2013 X 13-1109 NPNM 2018 X 13-1554 NPNM 2015 X 13-2768 NPNM 2012 X 13-2886 NPNM 2012 X 13-3095 NPNM 2012 X 13-3243 NPNM 2012 X 13-3686 NPNM 2012 X 14-368 NPNM 2010 X 15-1807 NPNM 2013 X EdgePond1out NPNM 2013 X City of Oshkosh Ongoing Screening Program Outfall Screening Schedule, by Year Outfall ID Class Last Screened 2024 2025 2026 2027 2028 2029 2030 EdgePond2in NPNM 2013 X 01-132 NPNM 2012 X 01-35 NPNM 2018 X 02-322 NPNM 2015 X 02-386 NPNM 2015 X 02-419 NPNM 2015 X 03-379 NPNM 2018 X 03-382 NPNM 2018 X 03-385 NPNM 2018 X 03-387 NPNM 2018 X 08-1217 NPNM 2015 X 08-1239 NPNM 2016 X 08-952 NPNM 2015 X 09-32 NPNM 2020 X 09-641 NPNM 2020 X 11-118 NPNM 2019 X 11-225 NPNM 2019 X 11-244 NPNM 2019 X 11-64 NPNM 2019 X 11-71 NPNM 2019 X 11-75 NPNM 2019 X 11-805 NPNM 2019 X 14-1075 NPNM 2014 X 14-1130 NPNM 2013 X 14-1133 NPNM 2013 X 14-1136 NPNM 2013 X 14-1138 NPNM 2013 X 14-1139 NPNM 2013 X 14-124 NPNM 2013 X 14-1253 NPNM 2013 X 14-1253b NPNM X 14-1387 NPNM 2013 X 14-615 NPNM 2013 X 14-759 NPNM 2013 X 01-380 NPNM 2015 X 01-656 NPNM 2016 X 01-722 NPNM 2018 X 06-1028 NPNM 2017 X 06-1694 NPNM 2014 X 06-216 NPNM 2019 X 11-318 NPNM 2019 X 11-515 NPNM 2019 X 12-997 NPNM X 13-3099 NPNM 2014 X 15-1746 NPNM 2013 X 15-1749 NPNM 2013 X 15-2108 NPNM 2019 X City of Oshkosh Ongoing Screening Program Outfall Screening Schedule, by Year Outfall ID Class Last Screened 2024 2025 2026 2027 2028 2029 2030 15-2375 NPNM 2020 X 15-2388 NPNM 2020 X 15-2514 NPNM 2019 X 15-2650 NPNM 2017 X 15-2656 NPNM 2019 X 15-2690 NPNM 2020 X 15-350 NPNM 2019 X 15-690 NPNM 2019 X 15-693 NPNM 2019 X 16-1499 NPNM 2020 X 16-164 NPNM 2018 X 16-1918 NPNM 2012 X 16-1952 NPNM 2016 X 16-2099 NPNM 2012 X 16-2187 NPNM 2017 X 16-28 NPNM 2017 X 16-295 NPNM 2020 X 16-386 NPNM 2016 X 16-436 NPNM 2019 X 16-551 NPNM 2016 X 16-587 NPNM 2018 X 06-1083 NPNM 2017 X 06-1090 NPNM 2017 X 06-1149 NPNM 2017 X 06-1814 NPNM 2017 X 06-1816 NPNM 2017 X 06-3 NPNM 2017 X 06-622a NPNM 2017 X 06-880 NPNM 2017 X 06-961 NPNM 2017 X 06-968 NPNM 2017 X 06-977 NPNM 2017 X 12-1313 NPNM 2018 X 12-2026 NPNM 2015 X 12-2034 NPNM 2015 X 12-2273 NPNM 2020 X 12-2297 NPNM 2016 X 12-2299 NPNM 2016 X 12-889 NPNM 2015 X 12-972 NPNM 2015 X 13-1758 NPNM 2020 X 13-1957 NPNM 2013 X 13-2031 NPNM 2020 X 13-2156 NPNM 2013 X 13-2464 NPNM 2020 X 13-2564 NPNM 2020 X 13-2596 NPNM 2020 X City of Oshkosh Ongoing Screening Program Outfall Screening Schedule, by Year Outfall ID Class Last Screened 2024 2025 2026 2027 2028 2029 2030 13-3162 NPNM 2020 X 13-3194 NPNM 2020 X 16-622 NPNM 2017 X 16-629 NPNM 2017 X 16-663 NPNM 2017 X 16-869 NPNM 2017 X Wash41_02 NPNM 2015 X 12-890 NPNM 2020 X 13-1870 NPNM 2020 X 13-3224 NPNM 2018 X 15-1020 NPNM 2019 X 15-1135 NPNM 2019 X 15-1137 NPNM 2019 X 15-1225 NPNM 2019 X 15-1494 NPNM 2019 X 15-1983 NPNM 2019 X 15-2242 NPNM 2020 X 15-2630 NPNM 2019 X 15-349 NPNM 2019 X 15-378 NPNM 2019 X 15-804 NPNM 2019 X 16-119 NPNM 2016 X 16-1386 NPNM 2016 X 16-142 NPNM 2020 X 16-1506 NPNM 2016 X 16-1571 NPNM 2016 X 16-1576 NPNM 2016 X 16-1578 NPNM 2016 X 16-1579 NPNM 2016 X 16-1580 NPNM 2016 X 16-1581 NPNM 2016 X 16-1582 NPNM 2016 X 16-1583 NPNM 2016 X 16-1586 NPNM 2016 X 16-1587 NPNM 2016 X 16-463 NPNM 2016 X 16-871 NPNM 2016 X 16-873 NPNM 2016 X Totals 92 90 73 72 73 72 70 P Priority Outfall NPM Non-Priority Major Outfall NPNM Non-Priority Non-Major Outfall Appendix B IDDE Tracking Maps and Correspondence ! ! ! ! ! ! ! ! ! ! ! 01-520 US1 03-22 US1 06-810 US1 11-376 US1 16-1178 US1 11-512 US1 11-177 US1 06-829 US1 05-14 US1 Gross Solids !Minor (0) !Moderate (9) !Severe (0) F:\ENVIRO\IDDE\GIS\Floatables_Oshkosh.mxd PROJECT NO.R3000958.00 FIGURE NO.B-1 SCALE:1 " = 1,932 'Project Manager: Project Engineer: Drawn By:JCWChecked By: 2023 IDDE ONGOING SCREENING PROGRAM CITY OF OSHKOSHWINNEBAGO COUNTY, WISCONSIN MANHOLES WITH FLOATABLEGROSS SOLIDS.Date:11/29/2022 Printed: jcweis 1/23/2024 4:11:32 PM 1 Systems DriveAppleton, WI 54914 (920) 735-6900www.westwoodps.com ") ") ") ") ") ") ") ") ") ") ") ") ") ") ")") ") ") ") ") ") ") ")") ") ") ") ") ") ") ") ") ") ") ") ")") ") ") ") ") ")") ") ") ") ")") ") ")") ") ") ") ")") ")") ")")")")") ") ") ")") ") ")")") ")")")")") ") ") ") ")") ")") ")") ")") !! ! ! !! ! !! ! ! ! ! ! ! !!! ! ! ! !!! ! ! ! ! !!! ! ! ! ! ! !! ! ! ! ! ! !! ! !!!! ! ! !! ! # # # # ! ! ## #### ## !! !! ALLEY S MAIN ST E 015TH (FIFTE ENTH)AVE W 017TH (SEVENTEENTH)AVE NEBRASKA ST DOTY ST W 016TH (SIXTEENTH)AVE W 015TH(FIFTEENTH)AVE 14-400 03-173 03-604 03-173 03-477 14-400 14-368 \\westwoodps.local\gfs\Global Projects\3000958.00\2023 IDDE Amendment\GIS\AreaMap_03-173.mxd PROJECT NO.R3000958.00 FIGURE NO.B-2 SCALE:1 " = 200 'Project Manager: Project Engineer: Drawn By:JCWChecked By: 2023 IDDE ONGOING SCREENING CITY OF OSHKOSH, WINNEBAGO COUNTY, WISCONSIN AREA MAP - OUTFALL 03-173(7/19/2023 SCREENING).Date:1/23/2024 Printed: jcweis 1/24/2024 9:05:30 AM 1 Systems DriveAppleton, WI 54914 (920) 735-6900www.westwoodps.com Manhole 03-173 US16+ ppm ammoniaDecaying algae mat Outfallfully submerged Manhole 03-173 US2Inaccessible(security fence) Manhole 03-173 US3Inaccessible(traffic) Manhole 03-173 US4Submerged poolAmmonia not detected ") ") ") ") ")")# ! ## !! HUGHES ST 14-996 14-996 \\westwoodps.local\gfs\Global Projects\3000958.00\2023 IDDE Amendment\GIS\AreaMap_14-996.mxd PROJECT NO.R3000958.00 FIGURE NO.B-3 SCALE:1 " = 42 'Project Manager: Project Engineer: Drawn By:JCWChecked By: 2023 IDDE ONGOING SCREENING CITY OF OSHKOSH, WINNEBAGO COUNTY, WISCONSIN AREA MAP - OUTFALL 14-996(7/19/2023 SCREENING).Date:7/20/2023 Printed: jcweis 1/23/2024 4:28:42 PM 1 Systems DriveAppleton, WI 54914 (920) 735-6900www.westwoodps.com Inlet 14-996 US1Submerged pool3 ppm ammonia OutfallInaccessibleBehind OTC security fence Storm sewer pipeDry CatchbasinDry Curb InletDry Upstream endDry Airport OutfallDry Pipe from NEDry ")") ") ") !! !! ! ! ! ! # ! ! ## !! !! BAC ONAVE GENEVA ST COMET ST 15-3372 15-3373 15-940 15-744 15-3373 15-3372 F:\ENVIRO\IDDE\GIS\_Oshkosh\AreaMap_15-3373.mxd PROJECT NO.R3000958.01 FIGURE NO.A-1 SCALE:1 " = 75 'Project Manager: Project Engineer: Drawn By:JCWChecked By: 2023 IDDE ONGOING SCREENING CITY OF OSHKOSH, WINNEBAGO COUNTY, WISCONSIN AREA MAP - OUTFALL 15-3373(7/17/2023 SCREENING).Date:7/18/2023 Printed: jcweis 7/18/2023 1:47:01 PM 1 Systems DriveAppleton, WI 54914 (920) 735-6900www.westwoodps.com Outfall partially submerged Curb Inlet Pool0.9 mg/L detergent Curb Inlet dry ")") ")") ") ")") ") ") ")")") ")") ")") ") ") ")")")") ") ") ") ")") ") ") ") !! ! ! ! ! ! ! !! ! !! ! ! ! ! !! ! !! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !!!! ! ! !!!! ! ! ! ! ! ! ! ! # # # # # !! !!! ## ## #### ## !!!! !!!!!! W SMITH AVE COMET ST GENEVA ST BACON AVE JACKSON ST N MAIN ST 15-333915-3337 15-3329 15-3372 15-3373 15-1817 15-940 15-744 15-3337 15-3373 15-3372 15-3329 \\westwoodps.local\gfs\Global Projects\3000958.00\2023 IDDE Amendment\GIS\AreaMap_15-3373.mxd PROJECT NO.R3000958.00 FIGURE NO.B-4b SCALE:1 " = 200 'Project Manager: Project Engineer: Drawn By:JCWChecked By: 2023 IDDE ONGOING SCREENING CITY OF OSHKOSH, WINNEBAGO COUNTY, WISCONSIN AREA MAP - OUTFALL 15-3373(7/19/2023 SCREENING).Date:7/20/2023 Printed: jcweis 1/23/2024 4:30:20 PM 1 Systems DriveAppleton, WI 54914 (920) 735-6900www.westwoodps.com Outfall Pool0.8 mg/L detergent Curb Inlet Pool0.9 mg/L detergent Curb Inlet dry Curb Inlet Pool(not sampled 7/19) Outfall Pool1.2 mg/L detergentSubmerged FlowNo detergent Curb Inlet dry ") ") ")")")") ")") ") ") ") ") ") ")") ")") ") ") ") ") ") ") ") ") ") ") ") ")")") ") ")") ")") ") ") ")") ") ") ")")") ")")") ")")")") ")")") ")")")") ") ") ") ") ") ") ")") ")")")") ")")")")") ")")")")") ")")") ") ") ") ") ") ") ") ")") ") ")") ") ")") ")") ")") ") ") ") ") ") ")") ")")")")") ")")") !!! ! ! ! ! !! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! !!! ! ! ! ! ! ! !! ! ! ! ! ! ! ! ! ! ! !! ! ! !!! ! !! !!! !!!! !! SOUTHLAND AVE N WASHBURN ST SULLIVAN ST LOMBARD AVE N WESTFIELD ST SKYVIEW AVE TAFT AVE N KOELLER ST 16-844 16-191816-2099 16-2092 16-1508 16-1918 16-2099 16-844 16-2092 \\westwoodps.local\gfs\Global Projects\3000958.00\2023 IDDE Amendment\GIS\AreaMap_16-844.mxd PROJECT NO.R3000958.00 FIGURE NO.B-5 SCALE:1 " = 300 'Project Manager: Project Engineer: Drawn By:JCWChecked By: 2023 IDDE ONGOING SCREENING CITY OF OSHKOSH, WINNEBAGO COUNTY, WISCONSIN AREA MAP - OUTFALL 16-844(8/1/2023 SCREENING).Date:1/23/2024 Printed: jcweis 1/23/2024 4:25:16 PM 1 Systems DriveAppleton, WI 54914 (920) 735-6900www.westwoodps.com Trickle Flow7,200 µS/cm conductivity 1 Jason Weis From:Jason Weis Sent:Thursday, August 10, 2023 12:28 PM To:Ramthun, Craig A; Deckert, Alyssa; Gierach, Justin Cc:Brian Wayner Subject:RE: IDDE update - 7/20/2023 Thank you for the help this morning. I collected samples from the shoreline manhole, the manhole inside Blended Waxes’ fenced area, and the intersections of 16th and Main, Doty and Nebraska. None of the samples contained ammonia or detergent. The algae mat had been removed from the shoreline manhole. Based on these findings, it appears that the elevated ammonia in the manhole sample was likely from the accumulation of decaying algae, and not an upstream illicit discharge. This outfall is already classified as a Priority Outfall, so it will be automatically screened in 2024. If ammonia or other indicators are detected at that time, additional tracking could be completed. This concludes the screening of the MS4 outfalls scheduled for 2023. I will generate outfall reports and a summary report later in the year. If you have any questions, please let me know. Jason Weis, P.E., GISP Project Manager jason.weis@westwoodps.com direct (920) 830-6106 main (920) 735-6900 Westwood One Systems Drive Appleton, WI 54914 westwoodps.com From: Ramthun, Craig A <CRamthun@ci.oshkosh.wi.us> Sent: Wednesday, August 9, 2023 4:09 PM To: Jason Weis <Jason.Weis@westwoodps.com>; Deckert, Alyssa <ADeckert@ci.oshkosh.wi.us>; Gierach, Justin <JGierach@ci.oshkosh.wi.us> Cc: Brian Wayner <Brian.Wayner@westwoodps.com> Subject: RE: IDDE update - 7/20/2023 CAUTION: External Sender. Please do not click on links or open attachments from senders you do not trust. Sounds good. Please call my cell if anything changes. Thanks Craig Ramthun Construction Manager Supervisor, Public Works - Engineering Division City of Oshkosh 920.376.0415 (Cell) 920.236.5017 (Office) Follow us: Web | Facebook | Twitter 2 From: Jason Weis <Jason.Weis@westwoodps.com> Sent: Wednesday, August 9, 2023 3:56 PM To: Ramthun, Craig A <CRamthun@ci.oshkosh.wi.us>; Deckert, Alyssa <ADeckert@ci.oshkosh.wi.us>; Gierach, Justin <JGierach@ci.oshkosh.wi.us> Cc: Brian Wayner <Brian.Wayner@westwoodps.com> Subject: RE: IDDE update - 7/20/2023 EXTERNAL SENDER. Only open links and attachments from known senders. DO NOT provide your username or password to anyone. Let’s try tomorrow. I can plan on being down there a little before 10:00. If Oshkosh gets significant rain overnight (0.1” or more), let me know, and we’ll reschedule it for next week. Jason Weis, P.E., GISP Project Manager jason.weis@westwoodps.com direct (920) 830-6106 main (920) 735-6900 Westwood One Systems Drive Appleton, WI 54914 westwoodps.com From: Ramthun, Craig A <CRamthun@ci.oshkosh.wi.us> Sent: Wednesday, August 9, 2023 3:38 PM To: Jason Weis <Jason.Weis@westwoodps.com>; Deckert, Alyssa <ADeckert@ci.oshkosh.wi.us>; Gierach, Justin <JGierach@ci.oshkosh.wi.us> Cc: Brian Wayner <Brian.Wayner@westwoodps.com> Subject: RE: IDDE update - 7/20/2023 CAUTION: External Sender. Please do not click on links or open attachments from senders you do not trust. Yes 10am is usually a slower time traffic wise. It did rain this afternoon for about 10-15 minutes. But I can try and get in touch with someone at Blended Waxes if tomorrow can still work. Craig Ramthun Construction Manager Supervisor, Public Works - Engineering Division City of Oshkosh 920.376.0415 (Cell) 920.236.5017 (Office) Follow us: Web | Facebook | Twitter 3 From: Jason Weis <Jason.Weis@westwoodps.com> Sent: Wednesday, August 9, 2023 12:22 PM To: Ramthun, Craig A <CRamthun@ci.oshkosh.wi.us>; Deckert, Alyssa <ADeckert@ci.oshkosh.wi.us>; Gierach, Justin <JGierach@ci.oshkosh.wi.us> Cc: Brian Wayner <Brian.Wayner@westwoodps.com> Subject: Re: IDDE update - 7/20/2023 EXTERNAL SENDER. Only open links and attachments from known senders. DO NOT provide your username or password to anyone. We’ll need to keep an eye on the rain. If we get rain overnight, we’ll have to postpone until next week. But for now, let’s plan on tomorrow. It’s probably best to do it when traffic is lighter. You probably have a better feel for local traffic patterns, so I’m open for suggestions. Maybe 10:00, between the morning and lunch rushes? Also, can someone from the City contact Blended Waxes and have the gate open to provide access to the manhole in their fenced yard at the time of inspection (or come along to assist)? Sometimes businesses are less than cooperative during investigations. Let me know a good time, and I’ll arrive 20 minutes early to check the shoreline manhole and positively ID the manhole(s) in the street. If Oshkosh gets rain before that, please let me know. Get Outlook for iOS From: Ramthun, Craig A <CRamthun@ci.oshkosh.wi.us> Sent: Wednesday, August 9, 2023 8:30:28 AM To: Jason Weis <Jason.Weis@westwoodps.com>; Deckert, Alyssa <ADeckert@ci.oshkosh.wi.us>; Gierach, Justin <JGierach@ci.oshkosh.wi.us> Cc: Brian Wayner <Brian.Wayner@westwoodps.com> Subject: RE: IDDE update - 7/20/2023 CAUTION: External Sender. Please do not click on links or open attachments from senders you do not trust. Jason, tomorrow would work. Just let me know what time you plan on being in town and I can get someone with a truck out to help block traffic. Thanks Craig Ramthun Construction Manager Supervisor, Public Works - Engineering Division City of Oshkosh 920.376.0415 (Cell) 920.236.5017 (Office) Follow us: Web | Facebook | Twitter 4 From: Jason Weis <Jason.Weis@westwoodps.com> Sent: Wednesday, August 9, 2023 8:08 AM To: Deckert, Alyssa <ADeckert@ci.oshkosh.wi.us>; Gierach, Justin <JGierach@ci.oshkosh.wi.us> Cc: Brian Wayner <Brian.Wayner@westwoodps.com>; Ramthun, Craig A <CRamthun@ci.oshkosh.wi.us> Subject: RE: IDDE update - 7/20/2023 EXTERNAL SENDER. Only open links and attachments from known senders. DO NOT provide your username or password to anyone. Just following up on this – would either tomorrow (Thursday 8/10) or one day next week work for the investigation? Jason Weis, P.E., GISP Project Manager jason.weis@westwoodps.com direct (920) 830-6106 main (920) 735-6900 Westwood One Systems Drive Appleton, WI 54914 westwoodps.com From: Jason Weis <Jason.Weis@westwoodps.com> Sent: Friday, August 4, 2023 7:11 AM To: Deckert, Alyssa <ADeckert@ci.oshkosh.wi.us>; Gierach, Justin <JGierach@ci.oshkosh.wi.us> Cc: Brian Wayner <Brian.Wayner@westwoodps.com>; Ramthun, Craig A <CRamthun@ci.oshkosh.wi.us> Subject: Re: IDDE update - 7/20/2023 It looks like we might get rain Sunday/Monday. Would Wednesday work for a follow-up investigation? Get Outlook for iOS From: Deckert, Alyssa <ADeckert@ci.oshkosh.wi.us> Sent: Thursday, August 3, 2023 9:53:29 AM To: Jason Weis <Jason.Weis@westwoodps.com>; Gierach, Justin <JGierach@ci.oshkosh.wi.us> Cc: Brian Wayner <Brian.Wayner@westwoodps.com>; Ramthun, Craig A <CRamthun@ci.oshkosh.wi.us> Subject: RE: IDDE update - 7/20/2023 CAUTION: External Sender. Please do not click on links or open attachments from senders you do not trust. Jason, 5 I apologize for the delay in response on this. It looks like we missed the day you were available this week. We would be able to get you help blocking the manhole. Please reach out with when works best and we will coordinate this for you. Thanks, Alyssa Deckert, P.E. Civil Engineering Supervisor, Public Works - Engineering Division City of Oshkosh 920.236.5065 Follow us: Web | Facebook | Twitter From: Jason Weis <Jason.Weis@westwoodps.com> Sent: Tuesday, August 1, 2023 12:25 PM To: Gierach, Justin <JGierach@ci.oshkosh.wi.us>; Deckert, Alyssa <ADeckert@ci.oshkosh.wi.us> Cc: Brian Wayner <Brian.Wayner@westwoodps.com> Subject: Re: IDDE update - 7/20/2023 EXTERNAL SENDER. Only open links and attachments from known senders. DO NOT provide your username or password to anyone. I could come down Wednesday to do the additional sampling, if personnel are available to block the manhole on Main Street and gain access to the manhole inside the fence. I could be in Oshkosh anytime after 9:30. Otherwise, we could schedule something for next week if that works better. Get Outlook for iOS From: Gierach, Justin <JGierach@ci.oshkosh.wi.us> Sent: Tuesday, August 1, 2023 12:08:17 PM To: Jason Weis <Jason.Weis@westwoodps.com>; Deckert, Alyssa <ADeckert@ci.oshkosh.wi.us> Cc: Brian Wayner <Brian.Wayner@westwoodps.com> Subject: RE: IDDE update - 7/20/2023 CAUTION: External Sender. Please do not click on links or open attachments from senders you do not trust. We got word that the Street Division was able to do the manhole cleaning. Respectfully, 6 Justin Gierach, P.E. Engineering Division Manager/City Engineer, Department of Public Works City of Oshkosh 920.236.5065 Follow us: Web | Facebook | Twitter From: Jason Weis <Jason.Weis@westwoodps.com> Sent: Thursday, July 20, 2023 2:29 PM To: Gierach, Justin <JGierach@ci.oshkosh.wi.us>; Deckert, Alyssa <ADeckert@ci.oshkosh.wi.us> Cc: Brian Wayner <Brian.Wayner@westwoodps.com> Subject: RE: IDDE update - 7/20/2023 EXTERNAL SENDER. Only open links and attachments from known senders. DO NOT provide your username or password to anyone. That sounds like a plan. We will coordinate when we come back down in August to get City assistance with the additional manholes. If we grab new samples from US1 (shoreline), US2 (fenced area of Blended Waxes), US3 (Main Street) and US4 (Doty Street), we should have a fairly complete data set. In the meantime, it might be helpful to try to remove as much of the algae mat from the US1 manhole as possible, to eliminate that as a possible source. I think someone could probably scoop it out of the manhole with a shovel – it’s less than a foot from the top of the casting. Jason Weis, P.E., GISP Project Manager jason.weis@westwoodps.com direct (920) 830-6106 main (920) 735-6900 Westwood One Systems Drive Appleton, WI 54914 westwoodps.com From: Gierach, Justin <JGierach@ci.oshkosh.wi.us> Sent: Thursday, July 20, 2023 2:23 PM To: Jason Weis <Jason.Weis@westwoodps.com>; Deckert, Alyssa <ADeckert@ci.oshkosh.wi.us> Cc: Brian Wayner <Brian.Wayner@westwoodps.com> Subject: RE: IDDE update - 7/20/2023 CAUTION: External Sender. Please do not click on links or open attachments from senders you do not trust. Jason- 7 I am ok with not doing any further sampling in the 15-3373 and 14-996 Manholes. However I would like to see if we can get samples from either 03-172 US2 (preferred) or 13-173 US3 with assistance from the City. When you are back in Early August lets look to see if we can assist with getting into Blended Waxes or using Streets Division (or other City Vehicles) to get into the Main Street one. Respectfully, Justin Gierach, P.E. Engineering Division Manager/City Engineer, Department of Public Works City of Oshkosh 920.236.5065 Follow us: Web | Facebook | Twitter From: Jason Weis <Jason.Weis@westwoodps.com> Sent: Thursday, July 20, 2023 11:28 AM To: Deckert, Alyssa <ADeckert@ci.oshkosh.wi.us> Cc: Gierach, Justin <JGierach@ci.oshkosh.wi.us>; Brian Wayner <Brian.Wayner@westwoodps.com> Subject: IDDE update - 7/20/2023 EXTERNAL SENDER. Only open links and attachments from known senders. DO NOT provide your username or password to anyone. After two days of screening (7/17 and 7/19), 57 of the 89 outfalls have been screened. Most of the remaining outfalls are along Campbell Creek and near the County Community Park. Here is a follow-up to some of the issues: Outfall 15-3373 (Comet St) detergent I collected additional samples at the Comet St outfall (15-3373), the Geneva Street outfall (15-3372) and upstream curb inlet, and the Jackson Street outfall (15-3329). The water in the detention basin was fairly shallow, and the pools around the outfalls were not really interconnected. Most of the flow entering and leaving the pond appeared to be coming from the Jackson Street outfall – the Geneva and Comet Street outfalls seemed to have isolated pools of water. There was no detergent detected in the Jackson Street outfall sample. The Comet Street sample once again had detergent (0.8 mg/L at the outfall pool). Similar to on 7/17, the first upstream curb inlet had pooled water, but the second upstream curb inlets were dry. 8 The Geneva Street outfall also had detergent – 1.2 mg/L at the outfall pool, and 1.0 mg/L in the pool in the first upstream curb inlet. Similar to Comet Street, the next upstream curb inlet was dry, so no additional tracking or sampling was conducted. It is unknown if there are intermittent detergent discharges on both streets that are collecting in their respective outfall pools, or if a discharge from one street is collecting in the detention basin and backing up into the other street. With no active flow, it is difficult to identify the source(s). Unless directed otherwise by the City, we will not conduct additional investigation on this discharge, but will add both outfalls to the 2024 inspection list. Outfall 03-173 (Blended Waxes) As mentioned previously, the outfall was fully submerged, so the initial sample was collected from the first upstream manhole, which is located on the shoreline between the railroad tracks and the water. The manhole had several inches of algae in it, which was decomposing. The ammonia in the manhole sample was over 6 ppm (the upper limit of the test strips). The next upstream manhole was located in the locked security fence behind Blended Waxes. The next upstream manhole was located in the middle of Main Street, and was inaccessible due to heavy traffic. A sample was collected from the next manhole at the intersection of W 16TH St and Doty St. No ammonia was detected in this sample. Based on the upstream sampling, it appears reasonable to assume that the elevated ammonia in the original sample was due to the decomposing algae, and not from an upstream illicit discharge. No additional investigation will be performed on this outfall, unless directed by the City. The outfall is already classified as a Priority Outfall, so it would be scheduled for reinspection in 2024. Outfall 14-996 (Oshkosh Truck test track / Hughes Street) Outfall 14-996 discharges to a stream inside the Oshkosh Truck test track on the southeast side of Hughes Street. It is surrounded by a security fence and inaccessible. There were several vehicles on the track during the screening. The outfall was screened at the upstream curb inlet on Hughes Street. The sample collected from the submerged pool in the catchbasin had an ammonia concentration of 3 ppm, so additional upstream tracking was conducted. Smaller pipes entered the catchbasin from the NE and SW, and both pipes entered above the pool and were dry. The other pipe entering the catchbasin from the NW was daylighted on the airport side of the street. This upstream pipe end was dry, and no flow was observed inside the pipe from that end. The outfall pipe from the airport was immediately upstream of this pipe, and was also dry. Due to the lack of any incoming flow, it was assumed that the pooled water in the pipe was backed up from the receiving water at the outfall. No additional tracking was able to be conducted. Screening has been suspended during EAA AirVenture, due to the increased traffic. We hope to wrap things up in early August. If you have any questions, please let me know. Jason Weis, P.E., GISP Project Manager jason.weis@westwoodps.com direct (920) 830-6106 main (920) 735-6900 Westwood One Systems Drive Appleton, WI 54914 westwoodps.com 1 Jason Weis From:Jason Weis Sent:Sunday, July 16, 2023 10:06 PM To:Deckert, Alyssa Cc:Gierach, Justin Subject:IDDE screening Depending on the storms tonight, I hope to start the ouƞall screening on Monday and Tuesday of this week, in advance of EAA. I will probably pause starƟng Wednesday, in advance of the influx of non-local traffic. If I encounter any potenƟal issues, I’ll let you know. Jason Weis, P.E., GISP Project Manager jason.weis@westwoodps.com direct (920) 830-6106 main (920) 735-6900 Westwood One Systems Drive Appleton, WI 54914 westwoodps.com 1 Jason Weis From:Jason Weis Sent:Tuesday, July 18, 2023 2:19 PM To:Deckert, Alyssa Cc:Gierach, Justin; Brian Wayner Subject:Detergent - outfall 15-3373 (Comet St) Attachments:AreaMap_15-3373 2023.pdf; AreaMap_15-3373 2022.pdf Similar to last year, detergent was detected at the pond inlet at the north end of Comet Street. During yesterday’s screening, the ouƞall was parƟally submerged, so a sample was collected from the next upstream loca Ɵon, which was a curb inlet in the Comet St cul-de-sac. The curb inlet also had a submerged pool, and the sample from the pool had a detergent concentraƟon around 0.9 mg/L. All other IDDE parameters were within normal limits. Because of the previous detergent history at this manhole, I checked the next upstream loca Ɵon – the curb inlets just south of the sampled inlet. These inlets were dry, so no addiƟonal samples could be collected, and no addiƟonal tracking could be conducted. Because this submerged pool sample could essenƟally be backed up water from the detenƟon basin, idenƟfying a source will be difficult. When I am doing the next screening (tentaƟvely Wednesday), I will collect addiƟonal samples from the detenƟon basin, as well as the other two ouƞalls discharging to the basin (15-3372 – Geneva St and 15-3329 – Jackson St) to see how widespread the detergent is. Assuming no ac Ɵve flow is encountered, I will document the results of the sampling as proof of our follow-up. IdenƟfying a source when dealing with only pooled water (no acƟve flow) is almost impossible. If you have any quesƟons – or suggesƟons for addiƟonal invesƟgaƟon – please let me know. I was able to screen 26 ouƞalls on Monday, and the only other ouƞall with a potenƟal issue was 03-173 (Blended Waxes). The upstream manhole that is located immediately adjacent to the shoreline had several inches of decaying algae at the top of the submerged pool. The ammonia concentraƟon of the pool sample was > 6 ppm, likely as a result of the decaying algae. I will take an addiƟonal sample upstream of Main Street, outside of the reach of the algae, to verify that there is not an ammonia source coming from upstream. Jason Weis, P.E., GISP Project Manager jason.weis@westwoodps.com direct (920) 830-6106 main (920) 735-6900 Westwood One Systems Drive Appleton, WI 54914 westwoodps.com 1 Jason Weis From:Jason Weis Sent:Thursday, July 20, 2023 2:29 PM To:Gierach, Justin; Deckert, Alyssa Cc:Brian Wayner Subject:RE: IDDE update - 7/20/2023 That sounds like a plan. We will coordinate when we come back down in August to get City assistance with the addiƟonal manholes. If we grab new samples from US1 (shoreline), US2 (fenced area of Blended Waxes), US3 (Main Street) and US4 (Doty Street), we should have a fairly complete data set. In the meanƟme, it might be helpful to try to remove as much of the algae mat from the US1 manhole as possible, to eliminate that as a possible source. I think someone could probably scoop it out of the manhole with a shovel – it’s less than a foot from the top of the casƟng. Jason Weis, P.E., GISP Project Manager jason.weis@westwoodps.com direct (920) 830-6106 main (920) 735-6900 Westwood One Systems Drive Appleton, WI 54914 westwoodps.com From: Gierach, Justin <JGierach@ci.oshkosh.wi.us> Sent: Thursday, July 20, 2023 2:23 PM To: Jason Weis <Jason.Weis@westwoodps.com>; Deckert, Alyssa <ADeckert@ci.oshkosh.wi.us> Cc: Brian Wayner <Brian.Wayner@westwoodps.com> Subject: RE: IDDE update - 7/20/2023 CAUTION: External Sender. Please do not click on links or open attachments from senders you do not trust. Jason- I am ok with not doing any further sampling in the 15-3373 and 14-996 Manholes. However I would like to see if we can get samples from either 03-172 US2 (preferred) or 13-173 US3 with assistance from the City. When you are back in Early August lets look to see if we can assist with geĴing into Blended Waxes or using Streets Division (or other City Vehicles) to get into the Main Street one. Respectfully, Justin Gierach, P.E. Engineering Division Manager/City Engineer, Department of Public Works 2 City of Oshkosh 920.236.5065 Follow us: Web | Facebook | Twitter From: Jason Weis <Jason.Weis@westwoodps.com> Sent: Thursday, July 20, 2023 11:28 AM To: Deckert, Alyssa <ADeckert@ci.oshkosh.wi.us> Cc: Gierach, Justin <JGierach@ci.oshkosh.wi.us>; Brian Wayner <Brian.Wayner@westwoodps.com> Subject: IDDE update - 7/20/2023 EXTERNAL SENDER. Only open links and attachments from known senders. DO NOT provide your username or password to anyone. AŌer two days of screening (7/17 and 7/19), 57 of the 89 ouƞalls have been screened. Most of the remaining ouƞalls are along Campbell Creek and near the County Community Park. Here is a follow-up to some of the issues: Ouƞall 15-3373 (Comet St) detergent I collected addiƟonal samples at the Comet St ouƞall (15-3373), the Geneva Street ouƞall (15-3372) and upstream curb inlet, and the Jackson Street ouƞall (15-3329). The water in the detenƟon basin was fairly shallow, and the pools around the ouƞalls were not really interconnected. Most of the flow entering and leaving the pond appeared to be coming from the Jackson Street ouƞall – the Geneva and Comet Street ouƞalls seemed to have isolated pools of water. There was no detergent detected in the Jackson Street ouƞall sample. The Comet Street sample once again had detergent (0.8 mg/L at the ouƞall pool). Similar to on 7/17, the first upstream curb inlet had pooled water, but the second upstream curb inlets were dry. The Geneva Street ouƞall also had detergent – 1.2 mg/L at the ouƞall pool, and 1.0 mg/L in the pool in the first upstream curb inlet. Similar to Comet Street, the next upstream curb inlet was dry, so no addi Ɵonal tracking or sampling was conducted. It is unknown if there are intermiƩent detergent discharges on both streets that are collecƟng in their respecƟve ouƞall pools, or if a discharge from one street is collecƟng in the detenƟon basin and backing up into the other street. With no acƟve flow, it is difficult to idenƟfy the source(s). Unless directed otherwise by the City, we will not conduct addi Ɵonal invesƟgaƟon on this discharge, but will add both ouƞalls to the 2024 inspecƟon list. Ouƞall 03-173 (Blended Waxes) As menƟoned previously, the ouƞall was fully submerged, so the iniƟal sample was collected from the first upstream manhole, which is located on the shoreline between the railroad tracks and the water. The manhole had several inches of algae in it, which was decomposing. The ammonia in the manhole sample was over 6 ppm (the upper limit of the test strips). 3 The next upstream manhole was located in the locked security fence behind Blended Waxes. The next upstream manhole was located in the middle of Main Street, and was inaccessible due to heavy traffic. A sample was collected from the next manhole at the intersecƟon of W 16TH St and Doty St. No ammonia was detected in this sample. Based on the upstream sampling, it appears reasonable to assume that the elevated ammonia in the original sample was due to the decomposing algae, and not from an upstream illicit discharge. No addiƟonal invesƟgaƟon will be performed on this ouƞall, unless directed by the City. The ouƞall is already classified as a Priority Ouƞall, so it would be scheduled for reinspecƟon in 2024. Ouƞall 14-996 (Oshkosh Truck test track / Hughes Street) Ouƞall 14-996 discharges to a stream inside the Oshkosh Truck test track on the southeast side of Hughes Street. It is surrounded by a security fence and inaccessible. There were several vehicles on the track during the screening. The ouƞall was screened at the upstream curb inlet on Hughes Street. The sample collected from the submerged pool in the catchbasin had an ammonia concentraƟon of 3 ppm, so addiƟonal upstream tracking was conducted. Smaller pipes entered the catchbasin from the NE and SW, and both pipes entered above the pool and were dry. The other pipe entering the catchbasin from the NW was daylighted on the airport side of the street. This upstream pipe end was dry, and no flow was observed inside the pipe from that end. The ouƞall pipe from the airport was immediately upstream of this pipe, and was also dry. Due to the lack of any incoming flow, it was assumed that the pooled water in the pipe was backed up from the receiving water at the ouƞall. No addiƟonal tracking was able to be conducted. Screening has been suspended during EAA AirVenture, due to the increased traffic. We hope to wrap things up in early August. If you have any quesƟons, please let me know. Jason Weis, P.E., GISP Project Manager jason.weis@westwoodps.com direct (920) 830-6106 main (920) 735-6900 Westwood One Systems Drive Appleton, WI 54914 westwoodps.com Appendix D Outfall Condition Summary D-1 Outfalls with Damage D-2 Outfalls with Deposition D-3 Outfalls with Erosion D-4 Outfalls with Graffiti OUTFALL CONDITION ASSESSMENTS While not required for the illicit discharge field screening, Westwood inspectors noted the presence of any visual structural damage, significant deposition or erosion, or graffiti at the outfalls. This information can be passed along to the appropriate personnel for any necessary action. Damage Eight outfalls showed signs of damage that may require attention in the near future. Observed damage included pipe joint displacement, damaged pipes and aprons, and corrosion. The outfall damage that was observed during the ongoing screening program is summarized in Table 1. Table 1 – Outfalls with damage Outfall Severity Description 06-2798 Minor Apron undercut 4” 06-1136 Minor 3” joint displacement 06-478 Minor 3” joint displacement/deterioration 13-2332 Minor 2” joint displacement 13-3774 Minor 2” joint displacement 14-999 Minor 3” joint displacement, downed trees at end of pipe 15-3339 Minor Debris (log) on apron 16-2092 Minor 3” joint displacement The outfall damage is shown in the photos that follow. The locations of the damaged outfalls are shown on the map in Appendix D. Figure 1 – Outfall 06-2798 Figure 2 – Outfall 06-1136 Figure 3 – Outfall 06-478 Figure 4 – Outfall 13-2332 Figure 5 – Outfall 13-3774 Figure 6 – Outfall 14-999 Figure 7 – Outfall 15-3339 Figure 8 – Outfall 16-2092 Deposition A total of 22 outfalls showed minor, moderate, or severe deposition at the end of the outfall pipe or channel, or inside the upstream screening location. As deposition increases, flow may become restricted in the pipe or downstream channel. Outfalls with moderate or severe deposition may need to undergo maintenance to remove the deposited sediment and debris and maintain proper flow. The outfall deposition that was observed during the ongoing screening program is summarized in Table 2. Table 2 – Outfalls with deposition Outfall Severity Description 06-3027 Minor 1” sediment inside pipe and on apron 13-1098 Moderate 16” sediment at end of pipe 13-1766 Moderate 5” sediment inside pipe and on apron 13-1766 US1 Minor 2” sediment on manhole flowline 13-2332 Minor 2” sediment inside pipe and on apron 13-4057 US1 Minor 3” sediment at bottom of manhole 13-4082 US1 Minor 1” sediment on bottom of catchbasin 13-4084 US1 Minor 1” sediment on bottom of catchbasin 13-471 Moderate 12” sediment inside pipe 14-1007 Minor 2” sediment on apron only 14-1218 Moderate 5” sediment at end of pipe 14-1220 Minor 1” sediment inside pipe and on apron 14-1222 Severe 7” sediment at end of pipe 14-670 Minor 1” sediment and vegetative debris inside pipe and on apron 14-766 Moderate 14” sediment inside pipe 14-999 Minor 1” sediment and rocks inside pipe 15-1348 Minor 2” sediment inside pipe and on apron 15-2297 Minor 2” sediment inside pipe and on apron 15-311a Minor 1” sediment inside pipe and on apron 16-1205 Minor 2” sediment inside pipe and on apron 16-660 Minor 1” sediment inside pipe and on apron 16-995 Moderate 15” sediment immediate downstream of outfall creating berm The outfall deposition is shown in the photos that follow. The locations of the outfalls with deposition are shown on the map in Appendix D. Figure 9 – Outfall 06-3027 Figure 10 – Outfall 13-1098 Figure 11 – Outfall 13-1766 Figure 12 – Manhole 13-1766 US1 Figure 13 – Outfall 13-2332 Figure 14 – Manhole 13-4057 US1 Figure 15 – Catchbasin 13-4082 US1 Figure 16 – Catchbasin 13-4084 US1 Figure 17 – Outfall 13-471 Figure 18 – Outfall 14-1007 Figure 19 – Outfall 14-1218 Figure 20 – Outfall 14-1220 Figure 21 – Outfall 14-1222 Figure 22 – Outfall 14-670 Figure 23 – Outfall 14-766 Figure 24 – Outfall 14-999 Figure 25 – Outfall 15-1348 Figure 26 – Outfall 15-2297 Figure 27 – Outfall 15-311a Figure 28 – Outfall 16-1205 Figure 29 – Outfall 16-660 Figure 30 – Outfall 16-995 Erosion Two of the outfalls showed signs of erosion at the end of the outfall pipe or channel. Most outfalls with minor erosion could be repaired with minor landscaping repairs. Those outfalls with moderate or severe erosion may need additional structural reinforcement, such as turf reinforcement mat or riprap. The erosion that was observed during the ongoing screening program is summarized in Table 3. Table 3 – Outfalls with erosion Outfall Severity Description 13-471 Moderate Downstream channel erosion 13-2332 Moderate Downstream channel erosion The outfall erosion is shown in the photo that follows. The location of the outfall with erosion is shown on the map in Appendix D. Figure 31 – Channel erosion downstream of outfall 13-471 Figure 32 – Channel erosion downstream of outfall 13-2332 Graffiti Graffiti was observed in or around two outfalls. The graffiti was not severe but should probably be monitored to make sure that it does not become more severe. The graffiti that was observed during the ongoing screening program is summarized in Table 4. Table 4 – Outfalls with graffiti Outfall Severity Description 12-569 Moderate Graffiti on bridge abutment near outfall 16-2092 Moderate Graffiti on bridge abutment near outfall The graffiti is shown in the photos that follow. The locations of the outfalls with graffiti are shown on the map in Appendix C. Figure 33 – Abutment near outfall 12-569 Figure 34 – Abutment near outfall 16-2092 ! ! ! ! ! ! ! ! !! ! ! ! ! 14-999 13-2332 06-47806-1136 06-2798 13-3774 16-2092 15-3339 Damage Severity !Minor (8) !Moderate (0) !Severe (0) F:\ENVIRO\IDDE\GIS\Cond_Damage_Oshkosh.mxd PROJECT NO.R3000958.00 FIGURE NO.D-1 SCALE:1 " = 7,000 'Project Manager: Project Engineer: Drawn By:JCWChecked By: 2023 IDDE ONGOING SCREENING PROGRAM CITY OF OSHKOSHWINNEBAGO COUNTY, WISCONSIN OUTFALLS WITH DAMAGE.Date:1/23/2024 Printed: jcweis 1/23/2024 9:09:46 AM 1 Systems DriveAppleton, WI 54914 (920) 735-6900www.westwoodps.com ! ! ! ! ! ! ! ! ! ! ! ! ! !! ! !! ! ! ! ! ! !!! ! ! 14-999 15-1348 14-766 13-1098 13-2332 16-660 13-471 14-670 14-1007 15-2297 14-1218 14-1220 16-995 14-1222 13-1766 16-1205 06-3027 13-4082 US113-4057 US113-4084 US1 13-1766 US1 15-311a Deposition Severity !Minor (15) !Moderate (6) !Severe (1) F:\ENVIRO\IDDE\GIS\Cond_Deposition_Oshkosh.mxd PROJECT NO.R3000958.00 FIGURE NO.D-2 SCALE:1 " = 7,000 'Project Manager: Project Engineer: Drawn By:JCWChecked By: 2023 IDDE ONGOING SCREENING PROGRAM CITY OF OSHKOSHWINNEBAGO COUNTY, WISCONSIN OUTFALLS WITH DEPOSITION.Date:1/23/2024 Printed: jcweis 1/23/2024 9:13:53 AM 1 Systems DriveAppleton, WI 54914 (920) 735-6900www.westwoodps.com ! ! ! ! ! ! ! ! 13-2332 13-471 Erosion Severity !Minor (0) !Moderate (2) !Severe (0) F:\ENVIRO\IDDE\GIS\Cond_Erosion_Oshkosh.mxd PROJECT NO.R3000958.00 FIGURE NO.D-3 SCALE:1 " = 7,000 'Project Manager: Project Engineer: Drawn By:JCWChecked By: 2023 IDDE ONGOING SCREENING PROGRAM CITY OF OSHKOSHWINNEBAGO COUNTY, WISCONSIN OUTFALLS WITH EROSION.Date:12/5/2022 Printed: jcweis 1/23/2024 9:15:26 AM 1 Systems DriveAppleton, WI 54914 (920) 735-6900www.westwoodps.com ! ! ! ! ! ! ! ! 12-569 16-2092 Graffiti Severity !Minor (0) !Moderate (2) !Severe (0) F:\ENVIRO\IDDE\GIS\Cond_Graffiti_Oshkosh.mxd PROJECT NO.R3000958.00 FIGURE NO.D-4 SCALE:1 " = 7,000 'Project Manager: Project Engineer: Drawn By:JCWChecked By: 2023 IDDE ONGOING SCREENING PROGRAM CITY OF OSHKOSHWINNEBAGO COUNTY, WISCONSIN OUTFALLS WITH GRAFFITI.Date:12/5/2022 Printed: jcweis 1/23/2024 9:16:28 AM 1 Systems DriveAppleton, WI 54914 (920) 735-6900www.westwoodps.com Appendix C Outfall Inspection Reports 01-520 City of Oshkosh o20230717083622.JPG Outfall Notes: Storm sewer from Jackson St discharges to river from north. Outfall fully submerged - pipe info from MS4 map. (OSH-9424 in early reports.) Location Map Major Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: RCP Diameter (in):54 Height/Depth (in): Width (in): Not Physically Located Easting:791,740 Northing:472,395 Longitude:-88.54280 Latitude:44.01541 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Priority Outfall NR 216 Class: Inspection Date:7/17/2023 9:52:11 AM Inspector:JCW o20230717083628.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall fully submerged - screened upstream at 01-520 US1. Floating gross solids (litter) in upstream manhole. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 5Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 01-520 City of Oshkosh Inspection Date:9/16/2022 1:40:00 PM o20220916133918.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 01-520 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/16/2021 10:15:00 AM o20210816101510.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 01-520 US1. Floating gross solids (litter) in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/19/2020 1:19:20 PM o20200819131544.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 01-520 US1. Floating gross solids (litter) in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:11/5/2019 11:04:00 AM o20191105110258.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged - screened upstream at 01-520 US1. Follow-up inspection for sampling - limited screening conducted. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Repeat NotesInspector:JCW 2019 Page 2 of 5Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 01-520 City of Oshkosh Inspection Date:10/8/2019 9:16:36 AM o20191008081446.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged - screened upstream at 01-520 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Inspection Date:10/24/2018 11:06:05 AM o20181024110412.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged - screened upstream at 01-520 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/17/2017 3:18:17 PM o20171017151448.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged - screened upstream at 01-520 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):39 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/18/2016 3:38:45 PM o20161018153652.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged - screened upstream at 01-520 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):33 Vegetation:None Benthic Growth:Severe Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Page 3 of 5Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 01-520 City of Oshkosh Inspection Date:9/22/2015 2:05:49 PM o20150922130830.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located during this screening - screened at 01- 520 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Inspection Date:10/9/2014 8:38:02 AM o20141009073704.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged - screened upstream at 01-520 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):56 Vegetation:None Benthic Growth:Moderate Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2014 Inspection Date:9/5/2013 12:59:39 PM o20130905120336.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged. Outfall screened upstream at 01-520 US1. 2012 screening follow-up. Gross solids in upstream mh. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):49 Vegetation:None Benthic Growth:Moderate Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2013 Inspection Date:9/27/2012 9:53:44 AM o20120927085734.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged; screened upstream at 01-520 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):40 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2012 Page 4 of 5Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 01-520 City of Oshkosh Inspection Date:6/21/2012 10:35:10 AM o20120621092646.JPG Previous Rainfall (hrs):0-24Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Gross solids pre-screening. Outfall fully submerged; screened upsteam at 01-520 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2012 Inspection Date:10/11/2011 2:19:37 PM o20111011142004.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L 2010 screening follow-up. Outfall fully submerged. Outfall screened upstream at 01-520 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2011 Inspection Date:8/25/2010 12:43:21 PM o20100825123724.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not physically located. Outfall screened upstream at 01-520 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Inspection Date:9/9/2009 Osh09_DSCN6715.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not physically located. Outfall screened upstream at 01-520 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):56 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 5 of 5Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 01-520 US1 City of Oshkosh o20230717083808.JPG Outfall Notes: Upstream manhole located approx 25 ft N of outfall 01-520. Intermediate area consists of rip-rap shoreline. (OSH-9424 US1 in early reports.) Location Map Major Outfall - Alternate Location Discharge Location: Downstream Outfall Structure Type: Manhole Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:791,742 Northing:472,419 Longitude:-88.54279 Latitude:44.01547 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 01-520 NR 216 Class: Inspection Date:7/17/2023 9:55:37 AM Inspector:JCW o20230717083818.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID:230717-11 Time Collected:09:38 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):8.79 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature (field):74 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):65 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):442 µS/cm 2023 Page 1 of 6Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 01-520 US1 City of Oshkosh Inspection Date:9/16/2022 1:44:00 PM o20220916134136.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:Slight Total Chlorine:0 Free Chlorine:0 pH:7.61 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 74 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):66 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:472 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/16/2021 10:19:15 AM o20210816101558.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.57 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 76 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):71 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:844 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/19/2020 1:20:07 PM o20200819131610.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:9.11 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. Elevated pH seemed widespread in river. units Temperature 85 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):68 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:372 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:11/5/2019 11:05:04 AM o20191105110322.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables: Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:0 ppm ppm mg/L Detergent detection follow-up. Limited screening conducted. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):67 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Repeat NotesInspector:JCW 2019 Page 2 of 6Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 01-520 US1 City of Oshkosh Inspection Date:10/8/2019 9:18:01 AM o20191008081524.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.28 Detergents:0.9 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. Detergent detected. units Temperature 61 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):73 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:381 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Inspection Date:10/24/2018 11:07:34 AM o20181024110538.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.02 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 49 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):70 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:336 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/17/2017 3:21:22 PM o20171017151640.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.72 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 67 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):67 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:896 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/18/2016 3:42:40 PM o20161018153916.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:Faint in bottle Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.16 Detergents:0 ppm ppm mg/L Potential illicit discharge due to gross solids. units Temperature 66 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):67 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:531 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Page 3 of 6Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 01-520 US1 City of Oshkosh Inspection Date:9/22/2015 2:08:37 PM o20150922130946.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.1 Detergents:0 ppm ppm mg/L Floating gross solids (litter) in manhole. units Temperature 76 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):70 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:917 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Inspection Date:10/9/2014 8:42:09 AM o20141009073910.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:Faint Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.84 Detergents:0 ppm ppm mg/L Floating gross solids (litter) inside manhole. units Temperature 57 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):64 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:1318 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2014 Inspection Date:9/5/2013 1:02:45 PM o20130905120924.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.51 Detergents:0 ppm ppm mg/L 2012 screening follow-up. Significant gross solids in manhole - similar to previous years. units Temperature 76 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):69 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:424 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2013 Inspection Date:9/27/2012 9:57:25 AM o20120927085918.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.77 Detergents:0 ppm ppm mg/L 2011 gross solids follow-up. units Temperature 60 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):69 Vegetation:None Benthic Growth:None Stains:Slight Ammonia:0.5 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:542 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2012 Page 4 of 6Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 01-520 US1 City of Oshkosh Inspection Date:6/21/2012 10:34:01 AM o20120621092424.JPG Previous Rainfall (hrs):0-24Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Gross solids pre-screening. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):70 Vegetation:None Benthic Growth:None Stains:Moderate Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2012 Inspection Date:10/11/2011 2:24:37 PM o20111011142110.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.49 Detergents:-- ppm ppm mg/L 2010 screening follow-up. Floatable debris still present. units Temperature 71 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):64 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2011 Inspection Date:5/26/2011 11:13:00 AM o20110526111400.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor: Color: Turbidity: Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Limited screening conducted to check for floatable debris. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation: Benthic Growth: Stains: Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2011 Inspection Date:8/25/2010 12:53:35 PM o20100825124708.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:Faint in bottle Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.18 Detergents:0 ppm ppm mg/L Significant floatable debris in manhole. units Temperature 73 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):72 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Page 5 of 6Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 01-520 US1 City of Oshkosh Inspection Date:9/9/2009 Osh09_DSCN6718.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:Clearly visible in bottl Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.6 Detergents:0 ppm ppm mg/L Abnormal detergent analysis result (bubbles). Significant floatables in manhole. Brown color. units Temperature 78 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):61 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 6 of 6Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 01-642 City of Oshkosh o20230717085750.JPG Outfall Notes: Storm sewer from Pearl Ave discharges to river from east. Replaces outfall 01-329 (2011). Location Map Major Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Box Material: RCP Diameter (in): Height/Depth (in):60 Width (in):96 Not Physically Located Easting:789,474 Northing:474,225 Longitude:-88.55142 Latitude:44.02042 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Non-Priority Major Outfall NR 216 Class: Inspection Date:7/17/2023 10:13:23 AM Inspector:JCW o20230717085802.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall fully submerged - screened upstream at 01-642 US1. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 01-642 City of Oshkosh Inspection Date:10/17/2017 3:42:25 PM o20171017153932.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged - screened upstream at 01-642 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):61 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/10/2016 4:17:53 PM o20161010161508.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged - screened upstream at 01-642 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):60 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:9/24/2015 11:22:55 AM o20150924102710.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged - screened at 01-642 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 01-642 US1 City of Oshkosh o20230717085914.JPG Outfall Notes: Upstream manhole located approx 87 ft NNE of outfall 01-329. Intermediate area consists of open park space and shoreline. Location Map Major Outfall - Alternate Location Discharge Location: Downstream Outfall Structure Type: Manhole Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:789,510 Northing:474,305 Longitude:-88.55128 Latitude:44.02064 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 01-642 NR 216 Class: Inspection Date:7/17/2023 10:15:38 AM Inspector:JCW o20230717085920.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID:230717-71 Time Collected:09:58 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):7.84 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged pool in manhole. units Temperature (field):75 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):63 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):382 µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 01-642 US1 City of Oshkosh Inspection Date:10/17/2017 3:46:13 PM o20171017154228.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.07 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 64 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):60 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:443 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/10/2016 4:18:29 PM o20161010161634.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:Faint in bottle Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.37 Detergents:0 ppm ppm mg/L Potential illicit discharge due to gross solids. units Temperature 68 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):59 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Slight Non-illicit:Slight Conductivity:369 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:9/24/2015 11:20:01 AM o20150924101848.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.61 Detergents:0 ppm ppm mg/L Floating gross solids (litter) in manhole. units Temperature 71 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):66 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:Slight Conductivity:481 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 02-309 City of Oshkosh o20230717074216.JPG Outfall Notes: Waugoo Ave storm sewer discharges to lake from west. Outfall fully submerged and not physically located. GPS coordinates approximate. Pipe info from MS4 map. Location Map Minor Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Arch Material: CMP Diameter (in): Height/Depth (in):24 Width (in):35 Not Physically Located Easting:798,728 Northing:471,714 Longitude:-88.51624 Latitude:44.01354 County Coordinates:Latitude/Longitude:Mapping Precison: Desktop mapping estimate Dimensions City ID: N/A Priority Outfall NR 216 Class: Inspection Date:7/17/2023 8:57:38 AM Inspector:JCW o20230717074224.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall fully submerged and not located - screened upstream at 02-309 US1. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 02-309 City of Oshkosh Inspection Date:9/23/2022 8:46:00 AM o20220923084544.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 02-309 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/16/2021 9:16:09 AM o20210816091538.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 02-309 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:9/17/2019 2:26:03 PM o20190917132548.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 02-309 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Inspection Date:10/22/2018 10:23:45 AM o20181022102328.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 02-309 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Page 2 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 02-309 City of Oshkosh Inspection Date:10/17/2017 1:41:46 PM o20171017133948.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 02-309 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/10/2016 10:29:27 AM o20161010102916.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 02-309 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:9/22/2015 7:50:13 AM o20150922065432.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not physically located - screened upstream at 02-309 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Inspection Date:10/3/2011 9:44:34 AM o20111003094448.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not physically located. Outfall screened upstream at 02-309 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2011 Page 3 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 02-309 City of Oshkosh Inspection Date:5/10/2011 8:25:00 AM o20110510082548.JPG Previous Rainfall (hrs):0-24Flow:Submerged (not located) Odor: Color: Turbidity: Floatables: Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not physically located. Outfall screened upstream at 02-309 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation: Benthic Growth: Stains: Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids: Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2011 Page 4 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 02-309 US1 City of Oshkosh o20230717074322.JPG Outfall Notes: Upstream manhole located approx 53 ft WNW of outfall 02-309. Intermediate area consists of open space. Location Map Minor Outfall - Alternate Location Discharge Location: Downstream Outfall Structure Type: Manhole Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:798,678 Northing:471,734 Longitude:-88.51643 Latitude:44.01360 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 02-309 NR 216 Class: Inspection Date:7/17/2023 9:00:02 AM Inspector:JCW o20230717074334.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:Slight Sample ID:230717-91 Time Collected:08:43 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):8.79 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged pool in manhole. units Temperature (field):73 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):29 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):359 µS/cm 2023 Page 1 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 02-309 US1 City of Oshkosh Inspection Date:9/23/2022 8:48:00 AM o20220923084658.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:Slight Total Chlorine:0 Free Chlorine:0 pH:7.79 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 62 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):29 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:774 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/16/2021 9:18:55 AM o20210816091646.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.53 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 72 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):34 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:493 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:9/17/2019 2:28:11 PM o20190917132614.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.22 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 75 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):32 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:465 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Inspection Date:10/22/2018 10:26:35 AM o20181022102412.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.46 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 58 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):34 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:498 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Page 2 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 02-309 US1 City of Oshkosh Inspection Date:10/17/2017 1:45:07 PM o20171017134106.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.74 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 69 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):31 Vegetation:None Benthic Growth:Moderate Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:644 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/10/2016 10:35:02 AM o20161010103236.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.54 Detergents:0 ppm ppm mg/L Potential illicit discharge due to gross solids. units Temperature 64 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):28 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:592 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:9/22/2015 7:50:50 AM o20150922065636.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.74 Detergents:0 ppm ppm mg/L Floating gross solids (litter) in manhole. units Temperature 66 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):28 Vegetation:None Benthic Growth:Slight Stains:Slight Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Slight Non-illicit:None Conductivity:853 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Inspection Date:10/3/2011 9:47:42 AM o20111003094830.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:Faint Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.71 Detergents:0 ppm ppm mg/L units Temperature 60 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):32 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2011 Page 3 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 02-309 US1 City of Oshkosh Inspection Date:5/10/2011 8:27:00 AM o20110510082708.JPG Previous Rainfall (hrs):0-24Flow:Submerged, indeterminate Odor: Color: Turbidity: Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Limited screening conducted for upstream manhole prescreening. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation: Benthic Growth: Stains: Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:Slight Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2011 Page 4 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 02-357 City of Oshkosh o20230717072932.JPG Outfall Notes: Storm sewer from Winnebago Ave discharges to lake from northwest. Outfall not located - pipe info from MS4 map. Location Map Minor Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Arch Material: CMP Diameter (in): Height/Depth (in):24 Width (in):35 Not Physically Located Easting:798,869 Northing:472,832 Longitude:-88.51570 Latitude:44.01661 County Coordinates:Latitude/Longitude:Mapping Precison: Desktop mapping estimate Dimensions City ID: N/A Priority Outfall NR 216 Class: Inspection Date:7/17/2023 8:46:50 AM Inspector:JCW o20230717072940.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall fully submerged and not located - screened upstream at 02-357 US1. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 5Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 02-357 City of Oshkosh Inspection Date:9/23/2022 9:09:00 AM o20220923090838.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 02-357 US1. Floating gross solids (litter) in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/16/2021 8:57:00 AM o20210816085746.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 02-357 US1. Floating gross solids (litter) in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/20/2020 1:04:00 PM o20200820130304.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 02-357 US1. Floating gross solids (litter) in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:9/17/2019 2:15:46 PM o20190917131538.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 02-357 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Page 2 of 5Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 02-357 City of Oshkosh Inspection Date:10/22/2018 10:13:07 AM o20181022101158.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 02-357 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/17/2017 1:32:28 PM o20171017133026.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 02-357 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/10/2016 10:53:43 AM o20161010105240.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 02-357 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:9/22/2015 7:14:30 AM o20150922061856.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 02-357 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Page 3 of 5Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 02-357 City of Oshkosh Inspection Date:10/9/2014 12:37:08 PM o20141009113806.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 02-357 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2014 Inspection Date:9/27/2012 8:29:10 AM o20120927073330.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged; screened upstream at 02-357 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2012 Inspection Date:6/20/2012 8:05:53 AM o20120620070830.JPG Previous Rainfall (hrs):24-48Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Gross solids pre-screening. Outfall fully submerged; screened upstream at 02-357 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2012 Inspection Date:10/3/2011 10:26:14 AM o20111003102714.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not physically located. Outfall screened upstream at 02-357 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2011 Page 4 of 5Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 02-357 City of Oshkosh Inspection Date:5/10/2011 8:51:00 AM o20110510085116.JPG Previous Rainfall (hrs):0-24Flow:Submerged (not located) Odor: Color: Turbidity: Floatables: Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not physically located. Outfall screened upstream at 02-357 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation: Benthic Growth: Stains: Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids: Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2011 Page 5 of 5Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 02-357 US1 City of Oshkosh o20230717073012.JPG Outfall Notes: Upstream manhole located approx 34 ft NW of outfall 02-357. Intermediate area consists of open space. Location Map Minor Outfall - Alternate Location Discharge Location: Downstream Outfall Structure Type: Manhole Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:798,850 Northing:472,861 Longitude:-88.51577 Latitude:44.01669 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 02-357 NR 216 Class: Inspection Date:7/17/2023 8:47:36 AM Inspector:JCW o20230717073018.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID:230717-36 Time Collected:08:29 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):8.74 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged pool in manhole. units Temperature (field):72 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):40 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Moderate Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):380 µS/cm 2023 Page 1 of 5Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 02-357 US1 City of Oshkosh Inspection Date:9/23/2022 9:10:00 AM o20220923091028.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:Slight Total Chlorine:0 Free Chlorine:0 pH:7.8 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in upstream manhole. units Temperature 64 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):41 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:570 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/16/2021 9:01:46 AM o20210816085830.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.59 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 73 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):44 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:392 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/20/2020 1:06:54 PM o20200820130342.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.83 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 83 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):42 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:404 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:9/17/2019 2:18:49 PM o20190917131642.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.03 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 76 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):42 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:404 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Page 2 of 5Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 02-357 US1 City of Oshkosh Inspection Date:10/22/2018 10:15:43 AM o20181022101258.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.17 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 60 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):43 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Slight Non-illicit:None Conductivity:506 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/17/2017 1:35:20 PM o20171017133104.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.57 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 67 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):39 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:537 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/10/2016 10:57:04 AM o20161010105436.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.54 Detergents:0 ppm ppm mg/L Potential illicit discharge due to gross solids. units Temperature 65 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):37 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:654 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:9/22/2015 7:15:12 AM o20150922061944.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.84 Detergents:0 ppm ppm mg/L Floating gross solids (litter) in manhole. units Temperature 65 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):39 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:459 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Page 3 of 5Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 02-357 US1 City of Oshkosh Inspection Date:10/9/2014 12:40:37 PM o20141009113842.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.58 Detergents:0 ppm ppm mg/L Floating gross solids (litter) in manhole. units Temperature 62 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):35 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:707 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2014 Inspection Date:9/27/2012 8:31:15 AM o20120927073352.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.73 Detergents:0 ppm ppm mg/L 2011 gross solids follow-up. units Temperature 60 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):36 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:518 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2012 Inspection Date:6/20/2012 8:08:37 AM o20120620070908.JPG Previous Rainfall (hrs):24-48Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Gross solids pre-screening. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):43 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:Moderate Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2012 Inspection Date:10/3/2011 10:30:08 AM o20111003103104.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.1 Detergents:0 ppm ppm mg/L Significant floatable debris in manhole. units Temperature 61 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):39 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2011 Page 4 of 5Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 02-357 US1 City of Oshkosh Inspection Date:5/10/2011 8:51:00 AM o20110510085154.JPG Previous Rainfall (hrs):0-24Flow:Submerged, indeterminate Odor: Color: Turbidity: Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Limited screening conducted for upstream manhole prescreening. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation: Benthic Growth: Stains: Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2011 Page 5 of 5Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-119 City of Oshkosh o20230717132434.JPG Outfall Notes: Storm sewer from South Park Ave discharges to lake from west. Outfall fully submerged and not physically located. GPS coordinates approximate. Pipe info from MS4 map. Location Map Major Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Elliptical Material: RCP Diameter (in): Height/Depth (in):13 Width (in):22 Not Physically Located Easting:793,881 Northing:469,179 Longitude:-88.53466 Latitude:44.00659 County Coordinates:Latitude/Longitude:Mapping Precison: Desktop mapping estimate Dimensions City ID: N/A Priority Outfall NR 216 Class: Inspection Date:7/17/2023 2:40:00 PM Inspector:JCW o20230717132448.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall fully submerged and not located - screened upstream at 03-119 US1. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-119 City of Oshkosh Inspection Date:8/22/2022 12:04:00 PM o20220822115730.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 03-119 US1. Detergent in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/16/2021 1:21:13 PM o20210816131918.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 03-119 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:10/22/2018 2:02:38 PM o20181022140104.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 03-119 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/18/2017 2:44:53 PM Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 03-119 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Page 2 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-119 City of Oshkosh Inspection Date:10/10/2016 8:46:57 AM o20161010084558.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 03-119 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:9/23/2015 7:00:50 AM o20150923060350.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened at 03- 119 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Inspection Date:8/18/2010 7:32:47 AM o20100818072558.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not physically located. Outfall screened upstream at 03-119 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Inspection Date:9/9/2009 Osh09_DSCN6741.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor: Color: Turbidity: Floatables: Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition: Depth (in): Vegetation: Benthic Growth: Stains: Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Gross Solids: Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 3 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-119 US1 City of Oshkosh o20230717132706.JPG Outfall Notes: Upstream manhole located approx 245 ft WSW of outfall 03-119. Intermediate area consists of street right-of-way and paved parking area with no observed inlets. Location Map Major Outfall - Alternate Location Discharge Location: Downstream Outfall Structure Type: Manhole Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:793,672 Northing:469,098 Longitude:-88.53545 Latitude:44.00637 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 03-119 NR 216 Class: Inspection Date:7/17/2023 2:43:38 PM Inspector:JCW o20230717132712.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID:230717-34 Time Collected:14:26 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):7.25 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged pool in manhole. units Temperature (field):75 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):28 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):117 µS/cm 2023 Page 1 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-119 US1 City of Oshkosh Inspection Date:8/22/2022 12:05:00 PM o20220822120016.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:6.89 Detergents:0.2 ppm ppm mg/L Sample collected from submerged pool in manhole. Detergent detected in sample. units Temperature 75 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Slight Non-illicit:None Conductivity:312 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/16/2021 1:26:50 PM o20210816132344.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.41 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 79 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):34 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:372 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:10/22/2018 2:06:18 PM o20181022140340.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:6.72 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 60 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):32 Vegetation:None Benthic Growth:None Stains:None Ammonia:0.5 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:Moderate Conductivity:773 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/18/2017 2:45:31 PM o20171018144002.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.18 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 67 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):27 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:774 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Page 2 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-119 US1 City of Oshkosh Inspection Date:10/10/2016 8:50:36 AM o20161010084816.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:Slight cloudiness Floatables:None Total Chlorine:0 Free Chlorine:0 pH:6.98 Detergents:0 ppm ppm mg/L units Temperature 63 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):25 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:Slight Conductivity:781 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:9/23/2015 7:05:01 AM o20150923060646.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.44 Detergents:0 ppm ppm mg/L units Temperature 69 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):29 Vegetation:None Benthic Growth:Moderate Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:516 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Inspection Date:8/18/2010 7:36:59 AM o20100818072942.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:Faint Color:Faint in bottle Turbidity:None Floatables:Slight Total Chlorine:0 Free Chlorine:0 pH:7.06 Detergents:0 ppm ppm mg/L units Temperature 71 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):29 Vegetation:None Benthic Growth:None Stains:None Ammonia:0.5 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:Slight Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Inspection Date:9/9/2009 Osh09_DSCN6743.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.87 Detergents:0 ppm ppm mg/L units Temperature 76 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):27 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 3 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-173 City of Oshkosh o20230717141358.JPG Outfall Notes: Storm sewer from 16th Ave discharges to lake from west. Outfall fully submerged. GPS coordinates approximate. Pipe info from MS4 map. Location Map Major Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Elliptical Material: RCP Diameter (in): Height/Depth (in):33 Width (in):49 Not Physically Located Easting:793,278 Northing:468,018 Longitude:-88.53695 Latitude:44.00340 County Coordinates:Latitude/Longitude:Mapping Precison: Desktop mapping estimate Dimensions City ID: N/A Priority Outfall NR 216 Class: Inspection Date:7/17/2023 3:31:00 PM Inspector:JCW o20230717141404.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall fully submerged and not located - screened upstream at 03-173 US1. High ammonia and floating gross solids (algae) in upstream manhole. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-173 City of Oshkosh Inspection Date:8/22/2022 11:05:00 AM o20220822110242.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:Moderate Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 03-173 US1. Dense algae obstructing view. Floating gross solids in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/16/2021 1:06:56 PM o20210816130634.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 03-173 US1. Floating gross solids (litter) in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:9/24/2020 8:57:20 AM o20200924090116.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 03-173 US1. Floating gross solids (litter) in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:QAL 2020 Inspection Date:11/5/2019 1:14:00 PM o20191105131408.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged - screened upstream at 03-173 US1. Follow-up inspection for sampling - limited screening conducted. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Repeat NotesInspector:JCW 2019 Page 2 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-173 City of Oshkosh Inspection Date:10/8/2019 8:00:16 AM o20191008065912.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 03-173 US1. Floating gross solids (litter) in manhole. Detergent detected. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Inspection Date:10/22/2018 1:18:45 PM o20181022131820.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 03-173 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/18/2017 2:27:05 PM o20171018142348.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 03-173 US2. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/10/2016 8:27:25 AM o20161010082552.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 03-173 US2. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Page 3 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-173 City of Oshkosh Inspection Date:9/23/2015 6:48:56 AM o20150923054658.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located during this screening - screened at 13- 173 US2. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Inspection Date:10/7/2014 1:47:08 PM o20141007124746.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged - screened upstream at 13-173 US2. Pipe approx 5" below water surface. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2014 Inspection Date:10/11/2011 10:11:07 AM o20111011101022.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L 2010 screening follow-up. Outfall fully submerged. Outfall screened upstream at 03-173 US2. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2011 Inspection Date:8/17/2010 2:04:29 PM o20100817135838.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not physically located. Outfall screened upstream at 03-173 US2. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Page 4 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-173 US1 City of Oshkosh o20230717141436.JPG Outfall Notes: Upstream manhole located approx 18 ft W of outfall 03-173. Intermediate area consists of shoreline. Manhole located between railroad tracks and shoreline. Location Map Major Outfall - Alternate Location Discharge Location: Downstream Outfall Structure Type: Manhole Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:793,260 Northing:468,023 Longitude:-88.53701 Latitude:44.00341 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 03-173 NR 216 Class: Inspection Date:7/17/2023 3:31:38 PM Inspector:JCW o20230717141446.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:Easily detected Color:None Turbidity:None Floatables:Severe Sample ID:230717-68 Time Collected:15:14 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):8.07 Detergents:0 ppm ppm mg/L Notes:6" algae mat floating in manhole. Sample collected from submerged pool in manhole. High ammonia in sample. Strong odor from decomposing algae. units Temperature (field):75 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):38 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):6 ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):481 µS/cm 2023 Page 1 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-173 US1 City of Oshkosh Inspection Date:8/22/2022 11:06:00 AM o20210816130728.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.8 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 74 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:450 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/16/2021 1:13:31 PM o20210816130728.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.46 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 79 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):43 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:337 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:9/24/2020 8:58:24 AM o20200924090226.JPG Previous Rainfall (hrs):72+Flow:Submerged, no flow Odor:None Color:Faint in bottle Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.54 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 68 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):36 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:405 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:QAL 2020 Inspection Date:11/5/2019 1:15:28 PM o20191105131426.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:0 ppm ppm mg/L Detergent detection follow-up. Limited screening conducted. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):32 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Repeat NotesInspector:JCW 2019 Page 2 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-173 US1 City of Oshkosh Inspection Date:10/8/2019 8:01:54 AM o20191008070022.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:Moderate Total Chlorine:0 Free Chlorine:0 pH:7.64 Detergents:1 ppm ppm mg/L Manhole 03-173 US2 inaccessible (behind locked gate). Floating gross solids (litter) in manhole. Detergent detected. units Temperature 53 ° F Graffiti:None Damage:None Erosion:None Deposition:Minor 4 Depth (in):38 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:592 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Inspection Date:10/22/2018 1:24:38 PM o20181022132154.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.18 Detergents:0 ppm ppm mg/L Manhole 03-173 US2 inaccessible (behind locked gate). Floating gross solids (litter) in manhole, including 2 syringes. units Temperature 59 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):40 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:1229 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:8/17/2010 2:07:11 PM o20100817135854.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Lid bolts rusted tight - could not access. Screened upstream at 03-173 US2. units Temperature --° F Graffiti:None Damage:Moderate Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Page 3 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-22 City of Oshkosh o20230717124538.JPG Outfall Notes: Storm sewer from Nebraska St discharges to river from south. Outfall not located - pipe info from MS4 map. Location Map Minor Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Arch Material: CMP Diameter (in): Height/Depth (in):36 Width (in):58 Not Physically Located Easting:792,375 Northing:471,751 Longitude:-88.54039 Latitude:44.01364 County Coordinates:Latitude/Longitude:Mapping Precison: Desktop mapping estimate Dimensions City ID: N/A Priority Outfall NR 216 Class: Inspection Date:7/17/2023 2:01:19 PM Inspector:JCW o20230717124542.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall fully submerged and not located - screened upstream at 03-22 US1. Floating gross solids (litter) in upstream manhole. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 6Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-22 City of Oshkosh Inspection Date:8/24/2022 10:30:00 AM o20220824102800.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 03-22 US1. Floating gross solids (litter) in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/16/2021 10:33:32 AM o20210816103158.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged - screened upstream at 03-22 US1. Floating gross solids (litter) in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/19/2020 2:03:43 PM o20200819140018.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 03-22 US1. Floating gross solids (litter) in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:11/5/2019 11:27:00 AM Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 03-22 US1. Follow-up inspection for sampling - limited screening conducted. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Repeat NotesInspector:JCW 2019 Page 2 of 6Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-22 City of Oshkosh Inspection Date:10/8/2019 8:34:00 AM o20191008073428.jpg Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 03-22 US1. Follow-up inspection for sampling - limited screening conducted. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Repeat NotesInspector:JCW 2019 Inspection Date:9/18/2019 8:16:51 AM o20190918071544.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 03-22 US1. Floating gross solids (litter) and detergent in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Inspection Date:10/22/2018 3:53:56 PM o20181022155222.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 03-22 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/18/2017 3:22:08 PM o20171018151946.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 03-22 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Page 3 of 6Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-22 City of Oshkosh Inspection Date:10/18/2016 4:04:35 PM o20161018160304.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall not located and assumed submerged - screened upstream at 03-22 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:9/23/2015 7:47:01 AM o20150923065132.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Significant sinking above suspected pipe. Outfall not located - screened at 03-22 US1. units Temperature --° F Graffiti:None Damage:Severe Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Inspection Date:10/9/2014 9:47:52 AM o20141009084834.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 03-22 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2014 Inspection Date:7/31/2013 12:40:04 PM o20130731114434.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L 2012 screening follow-up. Outfall not located. Outfall screened upstream at 03-22 US1. Gross solids in upstream mh. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2013 Page 4 of 6Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-22 City of Oshkosh Inspection Date:9/27/2012 9:26:54 AM o20120927082846.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged; screened upstream at 03-22 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2012 Inspection Date:6/20/2012 9:22:09 AM o20120620082248.JPG Previous Rainfall (hrs):24-48Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Gross solids pre-screening. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2012 Inspection Date:10/11/2011 9:03:10 AM o20111011090250.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L 2010 screening follow-up. Outfall fully submerged and not physically located. Outfall screened upstream at 03-22 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2011 Inspection Date:8/18/2010 10:26:01 AM o20100818101918.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not physically located. Outfall screened upstream at 03-22 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Page 5 of 6Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-22 City of Oshkosh Inspection Date:9/10/2009 Osh09_DSCN6765.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 6 of 6Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-22 US1 City of Oshkosh o20230717124710.JPG Outfall Notes: Upstream catchbasin located approx 55 ft S of outfall 03-22. Intermediate area consists of open space. Location Map Minor Outfall - Alternate Location Discharge Location: Downstream Outfall Structure Type: Manhole Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:792,376 Northing:471,694 Longitude:-88.54038 Latitude:44.01348 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 03-22 NR 216 Class: Inspection Date:7/17/2023 2:03:38 PM Inspector:JCW o20230717124716.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID:230717-40 Time Collected:13:46 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):7.61 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature (field):75 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):41 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Moderate Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):162 µS/cm 2023 Page 1 of 6Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-22 US1 City of Oshkosh Inspection Date:8/24/2022 10:31:00 AM o20220824102900.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.54 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 77 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:395 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/16/2021 10:36:24 AM o20210816103330.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:Faint Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.74 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 76 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):49 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:322 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/19/2020 2:04:58 PM o20200819140108.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:9.13 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. Elevated pH seemed widespread in river. units Temperature 84 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):47 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:338 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:11/5/2019 11:28:50 AM o20191105112834.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:0 ppm ppm mg/L Follow-up inspection for sampling - limited screening conducted. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):47 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Repeat NotesInspector:JCW 2019 Page 2 of 6Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-22 US1 City of Oshkosh Inspection Date:10/8/2019 8:35:00 AM o20191008073520.jpg Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.58 Detergents:1.2 ppm ppm mg/L Follow-up inspection for sampling - limited screening conducted. Floating gross solids (litter) in manhole. units Temperature 56 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):47 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:381 µS/cm in. Condition Assessment Type:Repeat NotesInspector:JCW 2019 Inspection Date:9/18/2019 8:19:32 AM o20190918071726.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.64 Detergents:1 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) and detergent in manhole. units Temperature 71 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):49 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:372 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Inspection Date:10/22/2018 3:58:28 PM o20181022155408.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.68 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 55 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):49 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:355 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/18/2017 3:25:56 PM o20171018152158.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.32 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 66 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):44 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:422 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Page 3 of 6Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-22 US1 City of Oshkosh Inspection Date:10/18/2016 4:06:54 PM o20161018160430.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:Faint in bottle Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.15 Detergents:0 ppm ppm mg/L Potential illicit discharge due to gross solids. units Temperature 66 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):44 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:403 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:9/23/2015 7:51:33 AM o20150923065324.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.44 Detergents:0 ppm ppm mg/L Floating gross solids (litter) in manhole. units Temperature 70 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):46 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:354 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Inspection Date:10/9/2014 9:52:24 AM o20141009085040.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:Faint in bottle Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.79 Detergents:0 ppm ppm mg/L Floatable litter in catchbasin. units Temperature 57 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):40 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:442 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2014 Inspection Date:7/31/2013 12:42:35 PM o20130731114610.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:Faint Color:Faint in bottle Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.95 Detergents:0 ppm ppm mg/L 2012 screening follow-up. Significant gross solids - similar to previous years. units Temperature 76 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):44 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:450 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2013 Page 4 of 6Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-22 US1 City of Oshkosh Inspection Date:9/27/2012 9:27:45 AM o20120927082922.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.32 Detergents:0 ppm ppm mg/L 2011 gross solids follow-up. units Temperature 59 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):39 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:398 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2012 Inspection Date:6/20/2012 9:24:19 AM o20120620082508.JPG Previous Rainfall (hrs):24-48Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Gross solids pre-screening. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):46 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2012 Inspection Date:10/11/2011 9:05:50 AM o20111011090446.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.13 Detergents:-- ppm ppm mg/L 2010 screening follow-up. No significant change in volume of floatable debris. units Temperature 70 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):37 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2011 Inspection Date:5/26/2011 11:19:00 AM o20110526111930.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor: Color: Turbidity: Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Limited screening conducted to check for floatable debris. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation: Benthic Growth: Stains: Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2011 Page 5 of 6Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-22 US1 City of Oshkosh Inspection Date:8/18/2010 10:29:59 AM o20100818102410.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:Faint in bottle Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.38 Detergents:0 ppm ppm mg/L Severe floatable debris in catchbasin. units Temperature 76 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):44 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Inspection Date:9/10/2009 Osh09_DSCN6768.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.3 Detergents:0 ppm ppm mg/L Abnormal detergent analysis result (bubbles). Significant floatables in manhole. units Temperature 75 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):44 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 6 of 6Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-35 City of Oshkosh o20230717134834.JPG Outfall Notes: Storm sewer from S Main St discharges to river from south. Outfall not located - pipe info from MS4 map. Location Map Minor Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: RCP Diameter (in):30 Height/Depth (in): Width (in): Not Physically Located Easting:793,066 Northing:471,413 Longitude:-88.53776 Latitude:44.01271 County Coordinates:Latitude/Longitude:Mapping Precison: Desktop mapping estimate Dimensions City ID: N/A Priority Outfall NR 216 Class: Inspection Date:7/17/2023 3:03:56 PM Inspector:JCW o20230717134840.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes: units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 6Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-35 City of Oshkosh Inspection Date:8/24/2022 10:18:00 AM o20220824101500.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 03-35 US1. Floating gross solids (litter) in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/16/2021 10:47:35 AM o20210816104428.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 03-35 US1. Floating gross solids (litter) in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/19/2020 2:40:57 PM o20200819143634.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 03-35 US1. Floating gross solids (litter) in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:11/5/2019 11:44:00 AM o20191105114512.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Follow-up inspection for sampling - limited screening conducted. Floating gross solids (litter) and detergent in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Repeat NotesInspector:JCW 2019 Page 2 of 6Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-35 City of Oshkosh Inspection Date:10/8/2019 8:29:12 AM o20191008072714.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Detergent detection follow-up. Limited screening conducted beyond sampling. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Repeat NotesInspector:JCW 2019 Inspection Date:9/18/2019 8:05:22 AM o20190918070310.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 03-35 US1. Floating gross solids (litter) and detergent in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Inspection Date:10/22/2018 3:27:47 PM o20181022152608.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 03-35 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/18/2017 3:15:43 PM o20171018150844.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 03-35 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Page 3 of 6Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-35 City of Oshkosh Inspection Date:10/10/2016 9:52:05 AM o20161010094930.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 03-35 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:9/23/2015 7:34:32 AM o20150923063720.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened at 03- 35 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Inspection Date:10/9/2014 10:33:07 AM o20141009093222.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 03-35 US1 units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2014 Inspection Date:7/31/2013 12:30:28 PM o20130731113304.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L 2012 screening follow-up. Outfall not located. Outfall screened upstream at 03-35 US1. Gross solids in upstrem mh. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2013 Page 4 of 6Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-35 City of Oshkosh Inspection Date:9/27/2012 9:13:17 AM o20120927081506.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged; screened upstream at 03-35 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2012 Inspection Date:6/20/2012 9:06:10 AM o20120620080844.JPG Previous Rainfall (hrs):24-48Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Gross solids pre-screening. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2012 Inspection Date:10/11/2011 9:36:03 AM o20111011093254.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L 2010 screening follow-up. Outfall fully submerged and not physically located. Outfall screened upstream at 03-35 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2011 Inspection Date:8/18/2010 9:27:46 AM o20100818092204.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not physically located. Outfall screened upstream at 03-35 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Page 5 of 6Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-35 City of Oshkosh Inspection Date:9/10/2009 Osh09_DSCN6761.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not physically located. Outfall screened upstream at 03-35 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 6 of 6Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-35 US1 City of Oshkosh o20230717134948.JPG Outfall Notes: Upstream manhole located approx 20 ft WSW of outfall 03-35. Intermediate area consists of open space. Location Map Minor Outfall - Alternate Location Discharge Location: Downstream Outfall Structure Type: Manhole Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:793,047 Northing:471,408 Longitude:-88.53783 Latitude:44.01270 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 03-35 NR 216 Class: Inspection Date:7/17/2023 3:06:44 PM Inspector:JCW o20230717134952.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID:230717-93 Time Collected:14:49 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):8.75 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged pool in manhole. units Temperature (field):74 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):34 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):396 µS/cm 2023 Page 1 of 6Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-35 US1 City of Oshkosh Inspection Date:8/24/2022 10:19:00 AM o20220824101600.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.1 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 77 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:593 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/16/2021 10:48:38 AM o20210816104502.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.76 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 77 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):39 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:349 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/19/2020 2:41:48 PM o20200819143804.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.44 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. Slightly elevated ammonia. units Temperature 85 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):36 Vegetation:None Benthic Growth:None Stains:None Ammonia:0.5 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:346 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:11/5/2019 11:45:22 AM o20191105114518.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:0 ppm ppm mg/L Detergent detection follow-up. Limited screening conducted. Floating gross solids (litter) and detergent in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):30 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Repeat NotesInspector:JCW 2019 Page 2 of 6Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-35 US1 City of Oshkosh Inspection Date:10/8/2019 8:30:16 AM o20191008072724.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.68 Detergents:1.3 ppm ppm mg/L Detergent detection follow-up. Limited screening conducted beyond sampling. units Temperature 55 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):42 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:415 µS/cm in. Condition Assessment Type:Repeat NotesInspector:JCW 2019 Inspection Date:9/18/2019 8:06:15 AM o20190918070320.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.47 Detergents:1.3 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) and detergent in manhole. units Temperature 70 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):38 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:389 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Inspection Date:10/22/2018 3:30:12 PM o20181022152746.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.81 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 56 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):41 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:338 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/18/2017 3:16:37 PM o20171018151012.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.94 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 66 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):35 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:554 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Page 3 of 6Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-35 US1 City of Oshkosh Inspection Date:10/10/2016 9:52:43 AM o20161010094958.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:Faint Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.54 Detergents:0 ppm ppm mg/L Potential illicit discharge due to gross solids. units Temperature 63 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):32 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:391 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:9/23/2015 7:36:00 AM o20150923063950.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:Faint in bottle Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.64 Detergents:0 ppm ppm mg/L Floating gross solids (litter) in manhole. units Temperature 69 ° F Graffiti:None Damage:None Erosion:None Deposition:Minor 1 Depth (in):30 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:359 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Inspection Date:10/9/2014 10:35:52 AM o20141009093356.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:Faint in bottle Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.86 Detergents:0 ppm ppm mg/L Vegetative debris in photo from opening lid. units Temperature 58 ° F Graffiti:None Damage:None Erosion:None Deposition:Minor 1 Depth (in):32 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:476 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2014 Inspection Date:7/31/2013 12:31:00 PM o20130731113346.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:Faint in bottle Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.47 Detergents:0 ppm ppm mg/L 2012 screening follow-up. Significant gross solids. Similar to previous years. units Temperature 75 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):33 Vegetation:None Benthic Growth:None Stains:Moderate Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:425 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2013 Page 4 of 6Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-35 US1 City of Oshkosh Inspection Date:9/27/2012 9:13:54 AM o20120927081522.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.42 Detergents:0 ppm ppm mg/L 2011 gross solids follow-up. units Temperature 59 ° F Graffiti:None Damage:None Erosion:None Deposition:Minor 3 Depth (in):31 Vegetation:None Benthic Growth:None Stains:Slight Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:723 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2012 Inspection Date:6/20/2012 9:08:12 AM o20120620080918.JPG Previous Rainfall (hrs):24-48Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Gross solids pre-screening. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):39 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2012 Inspection Date:10/11/2011 9:29:50 AM o20111011092832.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:Severe Total Chlorine:0 Free Chlorine:0 pH:8.01 Detergents:-- ppm ppm mg/L 2010 screening follow-up. Floatable debris still present. Slight petroleum sheen. units Temperature 71 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):19 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2011 Inspection Date:5/26/2011 11:23:00 AM o20110526112400.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor: Color: Turbidity: Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Limited screening conducted to check for floatable debris. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation: Benthic Growth: Stains: Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2011 Page 5 of 6Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-35 US1 City of Oshkosh Inspection Date:8/18/2010 9:32:06 AM o20100818092304.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:Faint Color:Faint in bottle Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.46 Detergents:0 ppm ppm mg/L Severe floatable debris in catchbasin. units Temperature 73 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):34 Vegetation:None Benthic Growth:None Stains:None Ammonia:0.5 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Inspection Date:9/10/2009 Osh09_DSCN6763.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.23 Detergents:0 ppm ppm mg/L Abnormal detergent analysis result (bubbles). Significant floatables in manhole. units Temperature 73 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):33 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 6 of 6Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-604 City of Oshkosh o20230717131408.JPG Outfall Notes: Storm sewer from E 14th Ave discharges to lake from west. Replaces outfall 03-293 (2018). Location Map Major Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Elliptical Material: RCP Diameter (in): Height/Depth (in):60 Width (in):96 Not Physically Located Easting:793,596 Northing:468,699 Longitude:-88.53574 Latitude:44.00527 County Coordinates:Latitude/Longitude:Mapping Precison: Desktop mapping estimate Dimensions City ID: N/A Non-Priority Major Outfall NR 216 Class: Inspection Date:7/17/2023 2:29:30 PM Inspector:JCW o20230717131418.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall fully submerged and not located - screened upstream at 03-604 US1. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-604 City of Oshkosh Inspection Date:8/22/2022 11:21:00 AM o20220822111642.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:Moderate Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 03-604 US1. Dense algae obstructing view. Ammonia in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:10/10/2016 8:37:23 AM o20161010083458.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged - screened upstream at 03-293 US1. units Temperature --° F Graffiti:None Damage:Minor Erosion:None Deposition:None Depth (in):31 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:8/17/2010 3:02:36 PM o20100817145430.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged. Outfall screened upstream at 03-293 US1. units Temperature --° F Graffiti:None Damage:Minor Erosion:None Deposition:None 0 Depth (in):38 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Inspection Date:9/9/2009 Osh09_DSCN6736.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged. Outfall screened upstream at 03-293 US1. units Temperature --° F Graffiti:None Damage:Minor Erosion:None Deposition:None 0 Depth (in):32 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-604 US1 City of Oshkosh o20230717131642.JPG Outfall Notes: Upstream manhole located approx 51 ft NW of outfall 03-604 (formerly 03-293). Intermediate area consists of vegetated roadside shoulder. Location Map Major Outfall - Alternate Location Discharge Location: Downstream Outfall Structure Type: Manhole Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:793,536 Northing:468,753 Longitude:-88.53597 Latitude:44.00542 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 03-293 NR 216 Class: Inspection Date:7/17/2023 2:34:10 PM Inspector:JCW o20230717131656.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID:230717-65 Time Collected:14:14 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):7.80 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged pool in manhole. units Temperature (field):76 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):112 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):429 µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-604 US1 City of Oshkosh Inspection Date:8/22/2022 11:22:00 AM o20220822111818.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.67 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Elevated ammonia in sample. units Temperature 75 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:1 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:428 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:10/10/2016 8:41:32 AM o20161010083910.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:Faint in bottle Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.46 Detergents:0 ppm ppm mg/L units Temperature 62 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):33 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:386 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:8/17/2010 3:05:51 PM o20100817145804.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:Slight Total Chlorine:0 Free Chlorine:0 pH:7.39 Detergents:0 ppm ppm mg/L units Temperature 76 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):36 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:Slight Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Inspection Date:9/9/2009 Osh09_DSCN6739.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.82 Detergents:0 ppm ppm mg/L Abnormal detergent analysis result (bubbles) units Temperature 78 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-81 City of Oshkosh o20230717133642.JPG Outfall Notes: 10th Ave storm sewer discharges to river from south. Outfall fully submerged and not physically located. GPS coordinates approximate. Pipe info from MS4 map. Location Map Major Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: Cast Iron Diameter (in):24 Height/Depth (in): Width (in): Not Physically Located Easting:794,054 Northing:470,796 Longitude:-88.53400 Latitude:44.01102 County Coordinates:Latitude/Longitude:Mapping Precison: Desktop mapping estimate Dimensions City ID: N/A Priority Outfall NR 216 Class: Inspection Date:7/17/2023 2:52:22 PM Inspector:JCW o20230717133646.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall fully submerged and not located - screened upstream at 03-81 US1. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-81 City of Oshkosh Inspection Date:8/22/2022 1:54:00 PM Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 03-81 US1. Floating gross solids (litter) in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/16/2021 11:09:51 AM o20210816110756.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 03-81 US1. Floating gross solids (litter) in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/19/2020 2:16:29 PM o20200819141442.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 03-81 US1. Floating gross solids (litter) in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:9/17/2019 3:00:32 PM o20190917135900.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 03-81 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Page 2 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-81 City of Oshkosh Inspection Date:10/22/2018 3:13:39 PM o20181022151216.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 03-81 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/18/2017 2:50:50 PM o20171018144750.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 03-81 US1. Ammonia, detergent and sheen in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/10/2016 8:59:12 AM o20161010085808.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 03-81 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:9/23/2015 7:10:20 AM o20150923061430.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened at 03- 81 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Page 3 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-81 City of Oshkosh Inspection Date:10/9/2014 10:00:10 AM o20141009090032.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 03-81 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Obvious Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2014 Inspection Date:10/11/2011 9:42:33 AM o20111011094236.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L 2010 screening follow-up. Outfall fully submerged and not physically located. Outfall screened upstream at 03-81 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2011 Inspection Date:8/18/2010 8:38:23 AM o20100818083116.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not physically located. Outfall screened upstream at 03-81 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Inspection Date:9/9/2009 Osh09_DSCN6745.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not physically located. Outfall screened upstream at 03-81 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Obvious Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 4 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-81 US1 City of Oshkosh o20230717133916.JPG Outfall Notes: Upstream manhole located approx 204 ft SSW of outfall 03-81. Located behind railroad control shed. Intermediate area consists of open space, street right-of-way and railroad right-of-way. Location Map Major Outfall - Alternate Location Discharge Location: Downstream Outfall Structure Type: Manhole Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:793,998 Northing:470,599 Longitude:-88.53421 Latitude:44.01048 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 03-81 NR 216 Class: Inspection Date:7/17/2023 2:55:35 PM Inspector:JCW o20230717133924.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID:230717-53 Time Collected:14:38 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):8.69 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged pool in manhole. Replacement lid too large for casting. units Temperature (field):74 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):50 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):401 µS/cm 2023 Page 1 of 5Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-81 US1 City of Oshkosh Inspection Date:8/22/2022 1:55:00 PM o20220822135248.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.43 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 75 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:345 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/16/2021 11:13:37 AM o20210816111026.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.56 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 77 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):56 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:317 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/19/2020 2:19:30 PM o20200819141648.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:Faint in bottle Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:9.09 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. Elevated pH seemed widespread in river. units Temperature 84 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):50 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:327 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:9/17/2019 3:03:50 PM o20190917140134.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.07 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 75 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):52 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:399 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Page 2 of 5Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-81 US1 City of Oshkosh Inspection Date:10/22/2018 3:18:57 PM o20181022151626.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.62 Detergents:0 ppm ppm mg/L Floating gross solids (litter) in manhole. units Temperature 57 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):57 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:357 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/18/2017 2:55:07 PM o20171018145016.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:Faint in bottle Turbidity:None Floatables:Moderate Total Chlorine:0 Free Chlorine:0 pH:7.22 Detergents:0.8 ppm ppm mg/L Elevated ammonia and detergent in sample from manhole pool. Slight sheen observed on surface. units Temperature 66 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):50 Vegetation:None Benthic Growth:None Stains:None Ammonia:1 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Slight Non-illicit:None Conductivity:1020 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/10/2016 9:04:32 AM o20161010090136.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:Faint Color:Faint in bottle Turbidity:None Floatables:Moderate Total Chlorine:0 Free Chlorine:0 pH:7.41 Detergents:0 ppm ppm mg/L Potential illicit discharge due to gross solids and petroleum odor and sheen and elevated ammonia. units Temperature 63 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):46 Vegetation:None Benthic Growth:None Stains:None Ammonia:1 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Slight Non-illicit:None Conductivity:565 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:9/23/2015 7:16:22 AM o20150923061754.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:Faint in bottle Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.32 Detergents:0 ppm ppm mg/L units Temperature 69 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):52 Vegetation:None Benthic Growth:None Stains:Slight Ammonia:1 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:638 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Page 3 of 5Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-81 US1 City of Oshkosh Inspection Date:10/9/2014 10:07:49 AM o20141009090404.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:Faint Color:None Turbidity:None Floatables:Moderate Total Chlorine:0 Free Chlorine:0 pH:7.58 Detergents:0 ppm ppm mg/L Petroleum odor and sheen on surface. units Temperature 58 ° F Graffiti:None Damage:None Erosion:None Deposition:Minor 2 Depth (in):44 Vegetation:None Benthic Growth:None Stains:None Ammonia:0.5 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Obvious Gross Solids:Severe Non-illicit:None Conductivity:679 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2014 Inspection Date:10/11/2011 9:46:04 AM o20111011094434.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.68 Detergents:-- ppm ppm mg/L 2010 screening follow-up. Floatable debris significantly reduced. units Temperature 71 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):38 Vegetation:None Benthic Growth:None Stains:None Ammonia:0.25 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2011 Inspection Date:5/26/2011 11:29:00 AM o20110526112952.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor: Color: Turbidity: Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Limited screening conducted to check for floatable debris. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation: Benthic Growth: Stains: Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2011 Inspection Date:8/18/2010 8:43:09 AM o20100818083958.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:Faint Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:6.63 Detergents:0 ppm ppm mg/L Petroleum odor likely from residual petroleum in pipes after 2009 jetting. units Temperature 71 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):47 Vegetation:None Benthic Growth:None Stains:Moderate Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Page 4 of 5Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 03-81 US1 City of Oshkosh Inspection Date:9/9/2009 Osh09_DSCN6747.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:Easily detected Color:Faint in bottle Turbidity:None Floatables:Severe Total Chlorine:0 Free Chlorine:0 pH:6.98 Detergents:0 ppm ppm mg/L Diesel/oil odor, sheen on surface. Floatables with grease. Brown/gray color. units Temperature 73 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):44 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Obvious Gross Solids:Severe Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 5 of 5Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 05-14 City of Oshkosh o20230717091022.JPG Outfall Notes: Storm sewer from Rockwell Ave discharges to river from east. Outfall fully submerged and not physically located. GPS coordinates approximate. Pipe info from MS4 map. Location Map Minor Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: CMP Diameter (in):30 Height/Depth (in): Width (in): Not Physically Located Easting:788,230 Northing:476,107 Longitude:-88.55615 Latitude:44.02558 County Coordinates:Latitude/Longitude:Mapping Precison: Desktop mapping estimate Dimensions City ID: N/A Priority Outfall NR 216 Class: Inspection Date:7/17/2023 10:29:29 AM Inspector:JCW o20230717091026.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall fully submerged and not located - screened upstream at 05-14 US1. Floating gross solids (litter) in upstream manhole. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 05-14 City of Oshkosh Inspection Date:9/19/2022 2:10:00 PM o20220919140954.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 05-14 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/16/2021 3:16:07 PM o20210816151250.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 05-14 US1. Floating gross solids (litter) in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/19/2020 3:39:27 PM o20200819153632.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 05-14 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:9/18/2019 2:47:43 PM o20190918134402.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 05-14 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Page 2 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 05-14 City of Oshkosh Inspection Date:10/22/2018 5:09:36 PM o20181022170942.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 05-14 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/17/2017 3:57:26 PM o20171017155038.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 05-14 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/10/2016 3:43:20 PM o20161010154044.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 05-14 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:9/24/2015 10:30:54 AM o20150924093340.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened at 05- 14 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Page 3 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 05-14 City of Oshkosh Inspection Date:8/25/2010 2:37:24 PM o20100825142900.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not physically located. Outfall screened upstream at 05-14 US2. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Inspection Date:9/9/2009 Osh09_DSCN6696.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not physically located. Outfall screened upstream at 05-14 US2. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 4 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 05-14 US1 City of Oshkosh o20230717091232.JPG Outfall Notes: Upstream manhole located approx 30 ft ENE of outfall 05-14. Intermedate area consists of street right-of-way and shoreline. Location Map Minor Outfall - Alternate Location Discharge Location: Downstream Outfall Structure Type: Manhole Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:788,257 Northing:476,120 Longitude:-88.55605 Latitude:44.02562 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 05-14 NR 216 Class: Inspection Date:7/17/2023 10:30:04 AM Inspector:JCW o20230717091240.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:Slight Sample ID:230717-96 Time Collected:10:12 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):7.96 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature (field):76 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):42 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):362 µS/cm 2023 Page 1 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 05-14 US1 City of Oshkosh Inspection Date:9/19/2022 2:17:00 PM o20220919141718.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.58 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 73 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):20 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:Slight Conductivity:672 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/16/2021 3:16:49 PM o20210816151352.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 85 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):46 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:367 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/19/2020 3:39:59 PM o20200819154014.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.94 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 87 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):43 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:1577 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:9/18/2019 2:48:24 PM o20190918134540.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.9 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 78 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):45 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:383 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Page 2 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 05-14 US1 City of Oshkosh Inspection Date:10/22/2018 5:15:36 PM o20181022171308.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:Cloudy Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.59 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 56 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):47 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:361 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/17/2017 3:58:36 PM o20171017155256.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.93 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 66 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):40 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:886 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/10/2016 3:46:48 PM o20161010154428.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.69 Detergents:0 ppm ppm mg/L Potential illicit discharge due to gross solids. units Temperature 70 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):41 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:660 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:9/24/2015 10:36:18 AM o20150924093714.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.98 Detergents:0 ppm ppm mg/L Floating gross solids (litter) in manhole. units Temperature 70 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):44 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:424 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Page 3 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 05-155 City of Oshkosh o20230717092832.JPG Outfall Notes: Storm sewer discharges to river from east. Outfall fully submerged. Pipe info from MS4 map. Location Map Major Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: Vitrified Clay Diameter (in):24 Height/Depth (in): Width (in): Not Physically Located Easting:787,956 Northing:476,503 Longitude:-88.55720 Latitude:44.02667 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Priority Outfall NR 216 Class: Inspection Date:7/17/2023 10:44:11 AM Inspector:JCW o20230717092836.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall fully submerged and not located - screened upstream at 05-155 US1. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 05-155 City of Oshkosh Inspection Date:9/19/2022 2:39:00 PM o20220919143758.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 05-155 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/16/2021 3:06:05 PM o20210816150514.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 05-155 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/19/2020 3:58:53 PM o20200819155904.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged - screened upstream at 05-155 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:9/24/2015 10:47:17 AM o20150924094950.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged - screened at 05-155 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):27 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Page 2 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 05-155 City of Oshkosh Inspection Date:8/26/2010 9:11:00 AM o20100826090214.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Fully submerged. Only vegetation in water is at end of pipe. Outfall screened upstream at 05-155 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:Slight Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Inspection Date:9/9/2009 Osh09_DSCN6691.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged. Incorrectly screened upstream at water valve manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):27 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 3 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 05-155 US1 City of Oshkosh o20230717092950.JPG Outfall Notes: Upstream manhole located approx 57 ft N of outfall 05-155. Intermediate area consists of open space on peninsula. Location Map Major Outfall - Alternate Location Discharge Location: Downstream Outfall Structure Type: Manhole Shape: Manhole/Catchbasin Material: Manhole - brick Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:787,980 Northing:476,556 Longitude:-88.55711 Latitude:44.02681 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 05-155 NR 216 Class: Inspection Date:7/17/2023 10:45:57 AM Inspector:JCW o20230717092956.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID:230717-75 Time Collected:10:29 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):8.53 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged pool in manhole. units Temperature (field):76 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):22 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):429 µS/cm 2023 Page 1 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 05-155 US1 City of Oshkosh Inspection Date:9/19/2022 2:41:00 PM o20220919144206.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:Slight Total Chlorine:0 Free Chlorine:0 pH:7.09 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 75 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:431 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/16/2021 3:08:51 PM o20210816150616.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.06 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 84 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):28 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:412 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/19/2020 4:03:15 PM o20200819160058.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.96 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 87 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):24 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:417 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:9/24/2015 10:51:26 AM o20150924095342.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:Faint in bottle Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.51 Detergents:0 ppm ppm mg/L units Temperature 70 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):26 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:744 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Page 2 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 05-155 US1 City of Oshkosh Inspection Date:8/26/2010 9:17:41 AM o20100826091148.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:Faint in bottle Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.87 Detergents:0 ppm ppm mg/L units Temperature 76 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):25 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Page 3 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 05-241 City of Oshkosh o20230717091022.JPG Outfall Notes: Storm sewer from Rockwell Ave discharges to river from east. Outfall fully submerged and not physically located. GPS coordinates approximate. Pipe info from MS4 map. Location Map Minor Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: CMP Diameter (in):18 Height/Depth (in): Width (in): Not Physically Located Easting:788,232 Northing:476,100 Longitude:-88.55614 Latitude:44.02556 County Coordinates:Latitude/Longitude:Mapping Precison: Desktop mapping estimate Dimensions City ID: N/A Priority Outfall NR 216 Class: Inspection Date:7/17/2023 10:33:53 AM Inspector:JCW o20230717091026.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall fully submerged and not located - screened upstream at 05-241 US1. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 05-241 City of Oshkosh Inspection Date:9/19/2022 2:11:00 PM o20220919140954.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 05-241 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/16/2021 3:20:05 PM o20210816151250.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 05-241 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/19/2020 3:45:30 PM o20200819153632.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 05-241 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:9/18/2019 2:50:06 PM o20190918134402.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 05-241 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Page 2 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 05-241 City of Oshkosh Inspection Date:10/22/2018 5:11:27 PM o20181022170952.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 05-241 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/17/2017 3:57:59 PM o20171017155038.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 05-241 US1. Detergent detected in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/10/2016 3:43:52 PM o20161010154050.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 05-241 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:9/24/2015 10:23:00 AM o20150924092602.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened at 05- 241 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Page 3 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 05-241 City of Oshkosh Inspection Date:8/25/2010 2:39:56 PM o20100825142910.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not physically located. Outfall screened upstream at 05-241 US2. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Inspection Date:9/9/2009 Osh09_DSCN6696.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 4 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 05-241 US1 City of Oshkosh o20230717092004.JPG Outfall Notes: Upstream catchbasin located approx 31 ft ENE of outfall 05-241. Intermediate area consists of street right-of-way and shoreline. Location Map Minor Outfall - Alternate Location Discharge Location: Downstream Outfall Structure Type: Inlet/Catchbasin Shape: Manhole/Catchbasin Material: Manhole - brick Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:788,261 Northing:476,113 Longitude:-88.55603 Latitude:44.02560 County Coordinates:Latitude/Longitude:Mapping Precison: Desktop mapping estimate Dimensions City ID: 05-241 NR 216 Class: Inspection Date:7/17/2023 10:34:37 AM Inspector:JCW o20230717092010.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID:230717-77 Time Collected:10:19 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):7.14 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged pool in manhole. units Temperature (field):77 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):18 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Moderate Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):105 µS/cm 2023 Page 1 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 05-241 US1 City of Oshkosh Inspection Date:9/19/2022 2:11:00 PM o20220919141228.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.69 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 73 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):12 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:629 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/16/2021 3:22:21 PM o20210816152000.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.31 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 84 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):23 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:1336 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/19/2020 3:46:25 PM o20200819154302.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:9.22 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Elevated pH seemed widespread in river. units Temperature 84 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):20 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:351 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:9/18/2019 2:53:05 PM o20190918135010.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.49 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Ammonia below action limit. units Temperature 78 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):22 Vegetation:None Benthic Growth:None Stains:None Ammonia:0.5 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:564 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Page 2 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 05-241 US1 City of Oshkosh Inspection Date:10/22/2018 5:20:26 PM o20181022171816.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.55 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 55 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):23 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:410 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/17/2017 4:02:57 PM o20171017155840.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.4 Detergents:1 ppm ppm mg/L Detergent detected in sample collected from submerged pool in manhole. units Temperature 65 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):16 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:244 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/10/2016 3:50:18 PM o20161010154822.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.59 Detergents:0 ppm ppm mg/L units Temperature 69 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):17 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Moderate Non-illicit:Slight Conductivity:1551 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:9/24/2015 10:27:12 AM o20150924092818.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.43 Detergents:0 ppm ppm mg/L units Temperature 71 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):18 Vegetation:None Benthic Growth:Moderate Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:474 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Page 3 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-1136 City of Oshkosh o20230719143324.JPG Outfall Notes: Storm sewer from 9th Ave discharges to stream from east. Location Map Major Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: RCP Diameter (in):42 Height/Depth (in): Width (in): Not Physically Located Easting:776,523 Northing:470,793 Longitude:-88.60063 Latitude:44.01098 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Non-Priority Major Outfall NR 216 Class: Inspection Date:7/19/2023 3:50:51 PM Inspector:JCW o20230719143332.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Sample ID:230719-21 Time Collected:15:36 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):8.21 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged flow inside pipe. 3" joint displacement. units Temperature (field):79 ° F Inspection Type:Ongoing Graffiti:None Damage:Minor Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):9 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Moderate Green Brown Stains:Slight Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Partially Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):889 µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-1136 City of Oshkosh Inspection Date:10/17/2017 8:05:21 AM o20171017080100.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:Moderate Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged - screened upstream at 06-1136 US1. Suds appeared to behave as natural (surfactant) source. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):12 Vegetation:None Benthic Growth:Moderate Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:6/11/2012 10:29:34 AM o20120611093052.JPG Previous Rainfall (hrs):72+Flow:Submerged, slight flow Odor:None Color:None Turbidity:Slight cloudiness Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Gravel deposition on apron. Outfall partially submerged. Outfall screened upstream at 06-1136 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:Moderate 4 Depth (in):10 Vegetation:None Benthic Growth:None Stains:Moderate Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2012 Inspection Date:9/3/2009 Osh09_DSCN6460.JPG Previous Rainfall (hrs):72+Flow:Submerged, slight flow Odor:Faint Color:None Turbidity:Cloudy Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:1 Depth (in):11 Vegetation: Benthic Growth:Slight Stains: Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-1562 City of Oshkosh o20230801123756.JPG Outfall Notes: Storm sewer from Guenther St discharges to stream (culvert) from south. Location Map Supplemental Outfall Discharge Location: MS4 Stormwater Facility Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: CMP Diameter (in):18 Height/Depth (in): Width (in): Not Physically Located Easting:785,668 Northing:472,922 Longitude:-88.56588 Latitude:44.01684 County Coordinates:Latitude/Longitude:Mapping Precison: Desktop mapping estimate Dimensions City ID: N/A Non-Priority Non-Major Outfall NR 216 Class: Inspection Date:8/1/2023 1:39:56 PM Inspector:JCW o20230801123822.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall pipe in culvert partially submerged - screened upstream at 06-1562 US1. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):1 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-1562 City of Oshkosh Inspection Date:10/25/2018 10:49:47 AM o20181025104932.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.34 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 53 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):4 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:1239 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-1562 US1 City of Oshkosh o20230801124512.JPG Outfall Notes: Upstream manhole located approx 285 ft S of outfall 06-1562. Intermediate area consists of residential lots and street right-of-way. Location Map Supplemental - Alternate Location Discharge Location: Downstream Outfall Structure Type: Manhole Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:785,667 Northing:472,637 Longitude:-88.56588 Latitude:44.01606 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 06-1566 NR 216 Class: Inspection Date:8/1/2023 1:45:00 PM Inspector:JCW o20230801124526.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID:230801-72 Time Collected:13:45 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):8.45 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged pool in manhole. units Temperature (field):81 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):1 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):580 µS/cm 2023 Page 1 of 1Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-1696 City of Oshkosh o20100825103932.JPG Outfall Notes: Storm sewer from Dempsey Tr discharges to river from south. Outfall fully submerged and not physically located. GPS coordinates approximate. Pipe info from MS4 map. (Formerly 06-729.) Location Map Major Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: RCP Diameter (in):18 Height/Depth (in): Width (in): Not Physically Located Easting:786,965 Northing:474,070 Longitude:-88.56095 Latitude:44.01999 County Coordinates:Latitude/Longitude:Mapping Precison: Desktop mapping estimate Dimensions City ID: N/A Non-Priority Major Outfall NR 216 Class: Inspection Date:8/1/2023 1:08:00 PM Inspector:JCW o20230801130842.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall fully submerged and not physically located. Outfall screened upstream at 06- 1696 US1. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in):0 Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-1696 City of Oshkosh Inspection Date:10/25/2018 1:35:00 PM Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not physically located. Outfall screened upstream at 06-729 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:8/25/2010 10:46:31 AM o20100825103932.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not physically located. Outfall screened upstream at 06-729 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Inspection Date:9/10/2009 Osh09_DSCN6817.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-1696 US1 City of Oshkosh o20230801133332.JPG Outfall Notes: Upstream manhole located approx 522 ft SSE of outfall 06-1696 (formerly 06-729). Intermediate manholes located inside wastewater treatment plant fence. (Formerly 06-729 US1.) Location Map Major Outfall - Alternate Location Discharge Location: Downstream Outfall Structure Type: Manhole Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:787,169 Northing:473,600 Longitude:-88.56018 Latitude:44.01870 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 06-729 NR 216 Class: Inspection Date:8/1/2023 2:34:50 PM Inspector:JCW o20230801133336.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID:230801-09 Time Collected:14:33 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):7.30 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged pool in manhole. units Temperature (field):80 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):14 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:Slight Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):1604 µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-1696 US1 City of Oshkosh Inspection Date:10/25/2018 1:50:14 PM o20181025134812.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.3 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 58 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):19 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:1119 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:8/25/2010 11:14:23 AM o20100825110424.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.31 Detergents:0 ppm ppm mg/L units Temperature 71 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):19 Vegetation:None Benthic Growth:Slight Stains:Slight Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Inspection Date:9/10/2009 Osh09_DSCN6819.JPG Previous Rainfall (hrs):72+Flow:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.2 Detergents:0 ppm ppm mg/L units Temperature 75 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):13 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-1709 City of Oshkosh o20230801135056.JPG Outfall Notes: Storm sewer from Campbell Rd discharges to river from west. Outfall fully submerged - GPS coordinates approximate. Pipe info from MS4 map. (Formerly 06-253.) Location Map Minor Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Elliptical Material: RCP Diameter (in): Height/Depth (in):34 Width (in):53 Not Physically Located Easting:788,576 Northing:474,389 Longitude:-88.55483 Latitude:44.02087 County Coordinates:Latitude/Longitude:Mapping Precison: Desktop mapping estimate Dimensions City ID: N/A Priority Outfall NR 216 Class: Inspection Date:8/1/2023 2:51:52 PM Inspector:JCW o20230801135114.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, significant flow Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall fully submerged (7" below water) - screened upstream at 06-1709 US1. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):41 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-1709 City of Oshkosh Inspection Date:8/24/2022 11:40:00 AM o20220824113640.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - submerged upstream at 06-1709 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/17/2021 10:43:57 AM o20210817104212.JPG Previous Rainfall (hrs):72+Flow:Submerged, significant flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 06-1709 US1. Detergent detected in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/19/2020 10:22:53 AM o20200819102052.JPG Previous Rainfall (hrs):72+Flow:Submerged, significant flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged - screened upstream at 06-253 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):38 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:9/18/2019 9:25:08 AM o20190918082324.JPG Previous Rainfall (hrs):72+Flow:Submerged, significant flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged, significant flow causing surface disturbance. Screened upstream at 06-253 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Page 2 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-1709 City of Oshkosh Inspection Date:10/24/2018 7:29:02 AM o20181024072834.JPG Previous Rainfall (hrs):72+Flow:Submerged, significant flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged, significant flow causing surface disturbance. Screened upstream at 06-253 US1. Elevated ammonia and conductivity in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/19/2017 1:14:17 PM o20171019131334.JPG Previous Rainfall (hrs):72+Flow:Submerged, significant flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged with significant flow causing surface disturbance. Screened upstream at 06-253 US1. Elevated ammonia in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/18/2016 1:59:02 PM o20161018135746.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 06-253 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:9/23/2015 9:26:08 AM o20150923082910.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened at 06- 253 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Page 3 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-1709 City of Oshkosh Inspection Date:8/18/2010 1:51:34 PM o20100818134248.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not physically located. Outfall screened upstream at 06-263 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Inspection Date:9/10/2009 Osh09_DSCN6785.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 4 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-1709 US1 City of Oshkosh o20230801135616.JPG Outfall Notes: Upstream manhole located approx 266 ft WSW of outfall 06-1709 (formerly 06-253). Intermediate area consists of parking lot, multifamily residential buildings and garages. Location Map Major Outfall - Alternate Location Discharge Location: Downstream Outfall Structure Type: Manhole Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:788,349 Northing:474,249 Longitude:-88.55569 Latitude:44.02049 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 06-253 NR 216 Class: Inspection Date:8/1/2023 2:57:15 PM Inspector:JCW o20230801135622.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, significant flow Odor:None Color:None Turbidity:None Floatables:None Sample ID:230801-24 Time Collected:14:55 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):7.13 Detergents:0 ppm ppm mg/L Notes:Sample collected from flow in manhole. units Temperature (field):81 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):47 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Moderate Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:Slight Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):1312 µS/cm 2023 Page 1 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-1709 US1 City of Oshkosh Inspection Date:8/24/2022 11:41:00 AM o20220824113850.JPG Previous Rainfall (hrs):72+Flow:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.71 Detergents:0 ppm ppm mg/L Sample collected from submerged flow in catchbasin. units Temperature 76 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:Moderate Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:1250 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/17/2021 10:51:45 AM o20210817104756.JPG Previous Rainfall (hrs):72+Flow:Submerged, significant flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.08 Detergents:0.4 ppm ppm mg/L Sample collected from flow in catchbasin. Detergent detected in sample. units Temperature 80 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):48 Vegetation:None Benthic Growth:Moderate Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Flow Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:1154 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/19/2020 10:28:37 AM o20200819102530.JPG Previous Rainfall (hrs):72+Flow:Submerged, significant flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:6.92 Detergents:0 ppm ppm mg/L Sample collected from submerged flow in manhole. units Temperature 76 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):42 Vegetation:None Benthic Growth:Moderate Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:1320 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:9/18/2019 9:48:09 AM o20190918084446.JPG Previous Rainfall (hrs):72+Flow:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.38 Detergents:0 ppm ppm mg/L Sample collected from submerged flow in manhole. Floating gross solids (litter) in manhole. units Temperature 71 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):45 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:1261 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Page 2 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-1709 US1 City of Oshkosh Inspection Date:10/24/2018 7:21:30 AM o20181024071720.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.27 Detergents:0 ppm ppm mg/L Sample collected from submerged flow in manhole. Elevated ammonia and conductivity in sample. units Temperature 52 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):46 Vegetation:None Benthic Growth:None Stains:None Ammonia:3 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Slight Non-illicit:None Conductivity:2280 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/19/2017 1:19:57 PM o20171019131708.JPG Previous Rainfall (hrs):72+Flow:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.15 Detergents:0 ppm ppm mg/L Sample collected from submerged flow in manhole. Elevated ammonia. units Temperature 68 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):40 Vegetation:None Benthic Growth:None Stains:None Ammonia:3 ppm Sampling Results Submerged:Fully Sample Location:Flow Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:1990 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/18/2016 2:03:25 PM o20161018140148.JPG Previous Rainfall (hrs):72+Flow:Submerged, significant flow Odor:Faint Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.01 Detergents:0 ppm ppm mg/L Strong current; significant flies in manhole. units Temperature 70 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):40 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:1228 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:9/23/2015 9:31:39 AM o20150923083310.JPG Previous Rainfall (hrs):72+Flow:Submerged, significant flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.53 Detergents:0 ppm ppm mg/L Significant current detected in pool. Many flies emerging from water. units Temperature 70 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):42 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:1220 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Page 3 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-1709 US1 City of Oshkosh Inspection Date:8/18/2010 2:07:41 PM o20100818135922.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.05 Detergents:0 ppm ppm mg/L units Temperature 81 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):43 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Inspection Date:9/10/2009 Osh09_DSCN6791.JPG Previous Rainfall (hrs):72+Flow:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:6.92 Detergents:0 ppm ppm mg/L River fly swarm inside manhole. units Temperature 79 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):38 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 4 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-221 City of Oshkosh o20230801134100.JPG Outfall Notes: N Campbell Rd storm sewer discharges to Campbell Creek from south. Outfall fully submerged and not physically located. GPS coordinates approximate. Pipe info from MS4 map. Location Map Minor Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: RCP Diameter (in):12 Height/Depth (in): Width (in): Not Physically Located Easting:787,954 Northing:474,575 Longitude:-88.55720 Latitude:44.02138 County Coordinates:Latitude/Longitude:Mapping Precison: Desktop mapping estimate Dimensions City ID: N/A Priority Outfall NR 216 Class: Inspection Date:8/1/2023 2:42:24 PM Inspector:JCW o20230801134100_1.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall fully submerged and not located - screened upstream at 06-221 US1. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-221 City of Oshkosh Inspection Date:8/24/2022 12:15:00 PM o20220824121214.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:Slight Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 06-221 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/17/2021 10:33:51 AM o20210817103222.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 06-221 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/19/2020 10:10:00 AM o20200819101038.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 06-221 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:9/18/2019 9:37:57 AM o20190918083642.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 06-221 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Page 2 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-221 City of Oshkosh Inspection Date:10/24/2018 7:45:30 AM o20181024074402.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 06-221 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/18/2017 10:56:45 AM o20171018105502.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 06-221 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/18/2016 1:40:09 PM o20161018133940.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 06-221 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:10/7/2014 9:37:56 AM o20141007083652.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged and not located - screened upstream at 06-221 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2014 Page 3 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-221 City of Oshkosh Inspection Date:10/11/2011 11:34:32 AM o20111011113446.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L 2010 screening follow-up. Outfall fully submerged and not physically located. Outfall screened upstream at 06-221 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2011 Inspection Date:8/18/2010 2:38:53 PM o20100818142820.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not physically located. Outfall screened upstream at 06-221 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Page 4 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-221 US1 City of Oshkosh o20230801134130.JPG Outfall Notes: Upstream manhole located approx 25 ft SSW of outfall 06-221. Intermediate area consists of open space. 1.5" hose through side of manhole - tied around steps Location Map Minor Outfall - Alternate Location Discharge Location: Downstream Outfall Structure Type: Manhole Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:787,942 Northing:474,552 Longitude:-88.55724 Latitude:44.02132 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 06-221 NR 216 Class: Inspection Date:8/1/2023 2:43:05 PM Inspector:JCW o20230801134138.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:Moderate Sample ID:230801-42 Time Collected:14:44 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):7.46 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged pool in manhole. Trace ammonia in sample. units Temperature (field):82 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):33 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0.5 ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):423 µS/cm 2023 Page 1 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-221 US1 City of Oshkosh Inspection Date:8/24/2022 12:16:00 PM o20220824121332.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:6.77 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 81 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:281 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/17/2021 10:34:25 AM o20210817103352.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.34 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 81 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):41 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:258 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/19/2020 10:14:42 AM o20200819101208.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.18 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 78 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):37 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:265 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:9/18/2019 9:40:11 AM o20190918083752.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.43 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 71 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):39 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:170 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Page 2 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-221 US1 City of Oshkosh Inspection Date:10/24/2018 7:47:19 AM o20181024074456.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.59 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 52 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):40 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Slight Non-illicit:None Conductivity:575 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/18/2017 11:00:06 AM o20171018105550.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.24 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 66 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):32 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:379 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/18/2016 1:43:57 PM o20161018134038.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.06 Detergents:0 ppm ppm mg/L Casting displaced 2". Potential illicit discharge due to gross solids. units Temperature 68 ° F Graffiti:None Damage:Minor Erosion:None Deposition:None Depth (in):35 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:460 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:10/7/2014 9:38:38 AM o20141007083848.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.78 Detergents:0 ppm ppm mg/L units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:Minor 3 Depth (in):32 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:351 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2014 Page 3 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-221 US1 City of Oshkosh Inspection Date:10/11/2011 11:37:34 AM o20111011113522.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.5 Detergents:-- ppm ppm mg/L 2010 screening follow-up. Floatable debris still present. units Temperature 71 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):32 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2011 Inspection Date:8/18/2010 2:43:51 PM o20100818143354.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.21 Detergents:0 ppm ppm mg/L Torn paper and other floatable debris in manhole. units Temperature 79 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):36 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Page 4 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-2241 City of Oshkosh o20230801125706.JPG Outfall Notes: Storm sewer from Knapp St discharges to stream from south. Replaces outfalls 06-15 and 06-560 (2011). Location Map Major Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Box Material: RCP Diameter (in): Height/Depth (in):60 Width (in):120 Not Physically Located Easting:786,582 Northing:473,965 Longitude:-88.56241 Latitude:44.01970 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Non-Priority Major Outfall NR 216 Class: Inspection Date:8/1/2023 1:58:04 PM Inspector:JCW o20230801125720.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall fully submerged and obscured with duckweed - screened upstream at 06-2241 US1. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):54 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-2241 City of Oshkosh Inspection Date:10/25/2018 1:59:21 PM o20181025135726.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged - screened upstream at 06-2241 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):60 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/7/2014 9:58:05 AM o20141007085606.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged - screened upstream at 06-2241 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):46 Vegetation:None Benthic Growth:Moderate Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2014 Inspection Date:9/5/2013 8:49:36 AM o20130905075650.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L 2012 screening follow-up. Outfall fully submerged. Outfall screened upstream at 06-2241 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):44 Vegetation:None Benthic Growth:Severe Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2013 Inspection Date:9/27/2012 12:15:16 PM o20120927111938.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged; screened upstream at 06-2241. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):36 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Repeat NotesInspector:JCW 2012 Page 2 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-2241 City of Oshkosh Inspection Date:6/20/2012 9:50:33 AM o20120620085346.JPG Previous Rainfall (hrs):24-48Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged; screened upstream at 06-2241 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):45 Vegetation:None Benthic Growth:Moderate Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2012 Inspection Date:6/13/2012 2:13:03 PM o20120613131558.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Gross solids pre-screening. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):45 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2012 Page 3 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-2241 US1 City of Oshkosh o20230801130032.JPG Outfall Notes: Upstream manhole located approx 80 ft S of outfall 06-2241. Intermediate area consists of street right- of-way. Location Map Major Outfall - Alternate Location Discharge Location: Downstream Outfall Structure Type: Manhole Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:786,580 Northing:473,884 Longitude:-88.56242 Latitude:44.01948 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 06-2241 NR 216 Class: Inspection Date:8/1/2023 2:03:39 PM Inspector:JCW o20230801130038.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID:230801-56 Time Collected:14:00 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):7.68 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged pool in manhole. units Temperature (field):82 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):51 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):771 µS/cm 2023 Page 1 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-2241 US1 City of Oshkosh Inspection Date:10/25/2018 2:01:17 PM o20181025135914.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.81 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 55 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):58 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:1013 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/7/2014 10:01:14 AM o20141007085918.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:Faint in bottle Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.91 Detergents:0 ppm ppm mg/L units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):52 Vegetation:None Benthic Growth:Moderate Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:732 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2014 Inspection Date:9/5/2013 8:55:27 AM o20130905075900.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.34 Detergents:0 ppm ppm mg/L 2012 screening follow-up. units Temperature 69 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):58 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:Slight Conductivity:438 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2013 Inspection Date:9/27/2012 12:18:11 PM o20120927112310.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.85 Detergents:0 ppm ppm mg/L Ammonia follow-up. Duckweed in manhole. units Temperature 63 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):54 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:Slight Conductivity:497 µS/cm in. Condition Assessment Type:Repeat NotesInspector:JCW 2012 Page 2 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-2241 US1 City of Oshkosh Inspection Date:6/20/2012 9:54:44 AM o20120620085526.JPG Previous Rainfall (hrs):24-48Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.77 Detergents:0 ppm ppm mg/L units Temperature 81 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):60 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0.5 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:632 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2012 Inspection Date:6/13/2012 2:06:46 PM o20120613130900.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:Faint Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.76 Detergents:0 ppm ppm mg/L Gross solids pre-screening units Temperature 75 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):52 Vegetation:None Benthic Growth:None Stains:None Ammonia:3 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:Slight Conductivity:1034 µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2012 Page 3 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-2798 City of Oshkosh o20230801095908.JPG Outfall Notes: Storm sewer from Witzel Ave discharges to IH-41 right-of-way. (Formerly 06-1986.) Location Map Supplemental Outfall Discharge Location: Downstream Outfall Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: RCP Diameter (in):18 Height/Depth (in): Width (in): Not Physically Located Easting:780,810 Northing:473,447 Longitude:-88.58435 Latitude:44.01827 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Non-Priority Non-Major Outfall NR 216 Class: Inspection Date:8/1/2023 11:00:08 AM Inspector:JCW o20230801095920.JPG Previous Rainfall (hrs):72+ Flow Description:None Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Pipe dry at time of inspection. Apron undercut 4". units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:Minor Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Slight Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-2798 City of Oshkosh Inspection Date:8/20/2020 8:06:39 AM o20200820080708.JPG Previous Rainfall (hrs):72+Flow:None Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Pipe dry at time of inspection. Erosion downstream of outfall. units Temperature --° F Graffiti:None Damage:None Erosion:Moderate Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-3027 City of Oshkosh o20230719142840.JPG Outfall Notes: Storm sewer from W. 9th Ave discharges to stream from west. Replaces outfall 06-1132 (2021). Location Map Major Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Elliptical Material: RCP Diameter (in): Height/Depth (in):43 Width (in):68 Not Physically Located Easting:776,479 Northing:470,797 Longitude:-88.60080 Latitude:44.01099 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 06-3027 Non-Priority Major Outfall NR 216 Class: Inspection Date:7/19/2023 3:43:24 PM Inspector:JCW o20230719142846.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Sample ID:230719-55 Time Collected:15:27 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):8.33 Detergents:0 ppm ppm mg/L Notes:Sample collected from concentrated flow immediately downstream from pipe. units Temperature (field):81 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:Minor Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in):1 Depth (in):3 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Moderate Green Brown Stains:Slight Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Partially Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:Slight Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):1103 µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-3027 City of Oshkosh Inspection Date:8/23/2022 12:12:00 PM o20220823121104.JPG Previous Rainfall (hrs):72+Flow:Submerged, slight flow Odor:Easily detected Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.12 Detergents:1 ppm ppm mg/L Sample collected from submerged flow at end of pipe. Detergent detected in sample. units Temperature 74 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):3 Vegetation:None Benthic Growth:Moderate Stains:Slight Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Flow Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:433 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-471 City of Oshkosh o20230801120314.JPG Outfall Notes: Storm sewer from Bismarck Ave discharges to stream (culvert) from west. Location Map Supplemental Outfall Discharge Location: MS4 Stormwater Facility Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: RCP Diameter (in):18 Height/Depth (in): Width (in): Not Physically Located Easting:784,864 Northing:471,978 Longitude:-88.56893 Latitude:44.01425 County Coordinates:Latitude/Longitude:Mapping Precison: Desktop mapping estimate Dimensions City ID: 06-471 Non-Priority Non-Major Outfall NR 216 Class: Inspection Date:8/1/2023 1:05:21 PM Inspector:JCW o20230801120358.JPG Previous Rainfall (hrs):72+ Flow Description:None Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Incoming pipe (from west) was dry and above culvert flow at time of inspection. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:Slight Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-473 City of Oshkosh o20230801114144.JPG Outfall Notes: Mason Street storm sewer discharges to stream (culvert) from south. Location Map Supplemental Outfall Discharge Location: MS4 Stormwater Facility Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: CMP Diameter (in):24 Height/Depth (in): Width (in): Not Physically Located Easting:784,730 Northing:471,554 Longitude:-88.56944 Latitude:44.01309 County Coordinates:Latitude/Longitude:Mapping Precison: Dimensions City ID: 06-2967 Non-Priority Non-Major Outfall NR 216 Class: Inspection Date:8/1/2023 12:45:36 PM Inspector:JCW o20230801114204.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID:230801-17 Time Collected:12:44 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):8.17 Detergents:0 ppm ppm mg/L Notes:Sample collected from culvert flow. Upstream curb inlet on Mason St was dry. units Temperature (field):81 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):2 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):689 µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2024 Westwood Professional Services 06-473 City of Oshkosh Inspection Date:9/18/2019 3:25:34 PM o20190918142346.JPG Previous Rainfall (hrs):72+Flow:Moderate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.18 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 76 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:None Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:417 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Inspection Date:10/26/2018 1:18:04 PM o20181025100244.JPG Previous Rainfall (hrs):72+Flow:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.25 Detergents:0.3 ppm ppm mg/L Detergent detection follow-up. Limited screening conducted beyond sampling. units Temperature 55 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):2 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Flow Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:1080 µS/cm in. Condition Assessment Type:Repeat NotesInspector:KMK 2018 Inspection Date:10/25/2018 10:02:44 AM o20181025100244.JPG Previous Rainfall (hrs):72+Flow:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.15 Detergents:0.5 ppm ppm mg/L Sample collected from submerged pool in manhole. Detergent detected in sample. units Temperature 52 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):2 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Flow Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:1289 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Page 2 of 2Checked by:JCW - 12/11/2023 © 2024 Westwood Professional Services 06-473 City of Oshkosh Inspection Date:9/18/2019 3:25:34 PM o20190918142346.JPG Previous Rainfall (hrs):72+Flow:Moderate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.18 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 76 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:None Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:417 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Inspection Date:10/26/2018 1:18:04 PM o20181025100244.JPG Previous Rainfall (hrs):72+Flow:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.25 Detergents:0.3 ppm ppm mg/L Detergent detection follow-up. Limited screening conducted beyond sampling. units Temperature 55 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):2 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Flow Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:1080 µS/cm in. Condition Assessment Type:Repeat NotesInspector:KMK 2018 Inspection Date:10/25/2018 10:02:44 AM o20181025100244.JPG Previous Rainfall (hrs):72+Flow:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.15 Detergents:0.5 ppm ppm mg/L Sample collected from submerged pool in manhole. Detergent detected in sample. units Temperature 52 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):2 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Flow Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:1289 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-478 City of Oshkosh o20230809114056.JPG Outfall Notes: Storm sewer from Eagle St discharges to stream from north. Location Map Supplemental Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: RCP Diameter (in):24 Height/Depth (in): Width (in): Not Physically Located Easting:783,989 Northing:470,926 Longitude:-88.57226 Latitude:44.01136 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Non-Priority Non-Major Outfall NR 216 Class: Inspection Date:8/9/2023 12:42:10 PM Inspector:JCW o20230809114110.JPG Previous Rainfall (hrs):72+ Flow Description:None Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Pipe dry at time of inspection. 3" joint displacement/deterioration. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:Minor Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:Slight Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-478 City of Oshkosh Inspection Date:10/25/2018 9:45:38 AM o20181025094334.JPG Previous Rainfall (hrs):72+Flow:Trickle Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.81 Detergents:0 ppm ppm mg/L Sample collected from pipe flow. units Temperature 52 ° F Graffiti:None Damage:Minor Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:851 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:6/13/2012 1:23:15 PM o20120613122416.JPG Previous Rainfall (hrs):72+Flow:None Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Pipe and downstream channel dry. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:Moderate Ammonia:--ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2012 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-489 City of Oshkosh o20230809101244.JPG Outfall Notes: Box culvert under Witzel Ave discharges to stream on north side of road. Location Map Major Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Box Material: RCP Diameter (in): Height/Depth (in):44 Width (in):220 Not Physically Located Easting:786,114 Northing:473,343 Longitude:-88.56419 Latitude:44.01800 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Non-Priority Major Outfall NR 216 Class: Inspection Date:8/9/2023 11:30:00 AM Inspector:JCW o20230809101252.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall partially submerged - screened upstream at 06-489 US1. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):24 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Moderate Green Brown Stains:Slight Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-489 City of Oshkosh Inspection Date:8/19/2020 11:05:53 AM o20200819110236.JPG Previous Rainfall (hrs):72+Flow:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.89 Detergents:0 ppm ppm mg/L Sample collected from submerged flow leaving culvert. units Temperature 78 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):24 Vegetation:None Benthic Growth:Moderate Stains:Slight Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:1371 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:9/27/2012 12:42:00 PM Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged; screened upstream at 06-489 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):28 Vegetation:None Benthic Growth:Slight Stains:Slight Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Repeat NotesInspector:JCW 2012 Inspection Date:6/21/2012 1:27:51 PM o20120621123038.JPG Previous Rainfall (hrs):0-24Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged; screened upstream at 06-489 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):28 Vegetation:None Benthic Growth:Slight Stains:Slight Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2012 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-489 US1 City of Oshkosh o20230809103300.JPG Outfall Notes: Upstream manhole located approx 258 ft SW of outfall 06-489. Intermediate area consists of residential and commercial property. Location Map Major Outfall - Alternate Location Discharge Location: Downstream Outfall Structure Type: Manhole Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:785,947 Northing:473,135 Longitude:-88.56482 Latitude:44.01742 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 06-489 NR 216 Class: Inspection Date:8/9/2023 11:34:32 AM Inspector:JCW o20230809103316.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID:230809-66 Time Collected:11:32 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):8.46 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged pool in manhole. units Temperature (field):79 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):18 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):606 µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-489 US1 City of Oshkosh Inspection Date:9/27/2012 12:40:02 PM o20120927114158.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.71 Detergents:0 ppm ppm mg/L Surface covered with duckweed. units Temperature 62 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):14 Vegetation:None Benthic Growth:None Stains:Slight Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:641 µS/cm in. Condition Assessment Type:Repeat NotesInspector:JCW 2012 Inspection Date:6/13/2012 2:36:39 PM o20120613134034.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:Faint Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.93 Detergents:0.25 ppm ppm mg/L units Temperature 73 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):20 Vegetation:None Benthic Growth:Moderate Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:1415 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2012 Inspection Date:9/11/2009 Osh09_DSCN6840.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor: Color: Turbidity: Floatables: Total Chlorine:0 Free Chlorine:0 pH:8.52 Detergents:0 ppm ppm mg/L Sample collected from pool near west pipe. units Temperature 69 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):15 Vegetation: Benthic Growth: Stains: Ammonia:--ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids: Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-494 City of Oshkosh o20230801121604.JPG Outfall Notes: Storm sewer from W 4th Ave discharges to stream (culvert) from west. No practical screening point at culvert - screened at upstream manhole located approx 140 ft W of culvert connection. Location Map Supplemental Outfall Discharge Location: Downstream Outfall Structure Type: Closed Pipe Outfall Shape: Pipe - Arch Material: CMP Diameter (in): Height/Depth (in):36 Width (in):58 Not Physically Located Easting:784,935 Northing:472,499 Longitude:-88.56867 Latitude:44.01568 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 06-469 Non-Priority Non-Major Outfall NR 216 Class: Inspection Date:8/1/2023 1:19:07 PM Inspector:JCW o20230801121614.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Sample ID:230801-86 Time Collected:13:16 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):8.47 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged pool in manhole. units Temperature (field):79 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):3 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Partially Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):1178 µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-494 City of Oshkosh Inspection Date:9/18/2019 3:40:00 PM o20190918144356.JPG Previous Rainfall (hrs):72+Flow:Trickle Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.42 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 75 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:1449 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Inspection Date:10/26/2018 1:36:51 PM o20181025101942.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.36 Detergents:0.5 ppm ppm mg/L Detergent detection follow-up. Limited screening conducted beyond sampling. units Temperature 56 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):2 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:1787 µS/cm in. Condition Assessment Type:Repeat NotesInspector:KMK 2018 Inspection Date:10/25/2018 10:22:36 AM o20181025101942.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.32 Detergents:0.3 ppm ppm mg/L Sample collected from submerged pool in manhole. Detergent detected in sample. units Temperature 53 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):2 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:1884 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-52 City of Oshkosh o20230717122708.JPG Outfall Notes: W 4th Ave storm sewer discharges to river from south. Outfall fully submerged and not physically located. GPS coordinates approximate. Pipe info from MS4 map. Location Map Minor Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: RCP Diameter (in):30 Height/Depth (in): Width (in): Not Physically Located Easting:789,812 Northing:472,713 Longitude:-88.55013 Latitude:44.01628 County Coordinates:Latitude/Longitude:Mapping Precison: Desktop mapping estimate Dimensions City ID: N/A Priority Outfall NR 216 Class: Inspection Date:7/17/2023 1:42:08 PM Inspector:JCW o20230717122710.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall fully submerged and not located - screened upstream at 06-52 US1. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-52 City of Oshkosh Inspection Date:8/24/2022 10:50:00 AM o20220824104900.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 06-52 US1. Floating gross solids (litter) in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/16/2021 2:06:06 PM o20210816140546.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 06-52 US1. Floating gross solids (litter) in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/19/2020 11:32:11 AM o20200819113108.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 06-52 US1. Floating gross solids (litter) in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:9/18/2019 8:43:23 AM o20190918074208.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 06-52 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Page 2 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-52 City of Oshkosh Inspection Date:10/22/2018 4:31:59 PM o20181022163054.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 06-52 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/18/2017 11:31:01 AM Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 06-52 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/18/2016 2:57:41 PM o20161018145652.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 06-52 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:9/23/2015 8:40:05 AM o20150923074404.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened at 06- 52 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Page 3 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-52 City of Oshkosh Inspection Date:10/9/2014 9:32:21 AM o20141009083144.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 06-52 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2014 Inspection Date:10/11/2011 11:06:46 AM o20111011110724.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L 2010 screening follow-up. Outfall fully submerged and not physically located. Outfall screened upstream at 06-52 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2011 Inspection Date:8/18/2010 12:57:36 PM o20100818124946.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not physically located. Outfall screened upstream at 06-52 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Page 4 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-52 US1 City of Oshkosh o20230717122810.JPG Outfall Notes: Upstream manhole located approx 34 ft SW of outfall 06-52. Intermediate area consists of open space. Location Map Minor Outfall - Alternate Location Discharge Location: Downstream Outfall Structure Type: Manhole Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:789,786 Northing:472,689 Longitude:-88.55023 Latitude:44.01621 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 06-52 NR 216 Class: Inspection Date:7/17/2023 1:44:31 PM Inspector:JCW o20230717122814.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID:230717-55 Time Collected:13:27 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):8.80 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged pool in manhole. units Temperature (field):75 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):40 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Slight Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:Slight Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):370 µS/cm 2023 Page 1 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-52 US1 City of Oshkosh Inspection Date:8/24/2022 10:51:00 AM o20220824104920.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:6.67 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 77 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:374 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/16/2021 2:08:38 PM o20210816140640.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.84 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 82 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):37 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:347 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/19/2020 11:35:26 AM o20200819113240.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:9.11 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. Elevated pH seemed widespread in river. units Temperature 81 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):42 Vegetation:None Benthic Growth:Moderate Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:332 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:9/18/2019 8:45:58 AM o20190918074352.JPG Previous Rainfall (hrs):72+Flow:Submerged, no flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.4 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 70 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):44 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:391 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Page 2 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-52 US1 City of Oshkosh Inspection Date:10/22/2018 4:34:14 PM o20181022163150.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.77 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 54 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):44 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:348 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/18/2017 11:33:33 AM o20171018112938.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.39 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 65 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):40 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:403 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/18/2016 3:00:00 PM o20161018145924.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.02 Detergents:0 ppm ppm mg/L Potential illicit discharge due to gross solids. units Temperature 67 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:418 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:9/23/2015 8:42:53 AM o20150923074542.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.74 Detergents:0 ppm ppm mg/L Floating gross solids (litter) in manhole. units Temperature 70 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):44 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:351 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Page 3 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-52 US1 City of Oshkosh Inspection Date:10/9/2014 9:37:13 AM o20141009083526.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:Slight cloudiness Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.82 Detergents:0 ppm ppm mg/L Floating gross solids (litter) in manhole. Filter fabric installed in inlet. units Temperature 56 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):35 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:471 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2014 Inspection Date:10/11/2011 11:09:29 AM o20111011110824.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.13 Detergents:-- ppm ppm mg/L 2010 screening follow-up. Floatable debris significantly reduced. units Temperature 70 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):35 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Moderate Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2011 Inspection Date:5/26/2011 1:05:00 PM o20110526130522.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor: Color: Turbidity: Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Limited screening conducted to check for floatable debris. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation: Benthic Growth: Stains: Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2011 Inspection Date:8/18/2010 1:00:07 PM o20100818125018.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:Faint in bottle Turbidity:Slight cloudiness Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.98 Detergents:0 ppm ppm mg/L Significant floatable debris in manhole. units Temperature 76 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):41 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Page 4 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-602 City of Oshkosh o20230809115702.JPG Outfall Notes: Storm sewer from Sawyer St discharges to stream (culvert) from south. No screening point at culvert junction - screened at upstream manhole located approx 30 ft S of culvert. Location Map Supplemental Outfall Discharge Location: Downstream Outfall Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: RCP Diameter (in):30 Height/Depth (in): Width (in): Not Physically Located Easting:785,256 Northing:472,577 Longitude:-88.56745 Latitude:44.01589 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 06-794 Non-Priority Non-Major Outfall NR 216 Class: Inspection Date:8/9/2023 1:07:34 PM Inspector:JCW o20230809115706.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID:230809-51 Time Collected:12:57 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):7.17 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged pool in manhole. units Temperature (field):82 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):1 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):77 µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-602 City of Oshkosh Inspection Date:10/25/2018 10:32:00 AM o20181025102826.JPG Previous Rainfall (hrs):72+Flow:None Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Flowline wet, but no collectable flow at time of inspection. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-610 City of Oshkosh o20230801115438.JPG Outfall Notes: Storm sewer from W 5th Ave enters stream (culvert) from west. Location Map Supplemental Outfall Discharge Location: MS4 Stormwater Facility Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: CMP Diameter (in):15 Height/Depth (in): Width (in): Not Physically Located Easting:784,765 Northing:471,666 Longitude:-88.56931 Latitude:44.01340 County Coordinates:Latitude/Longitude:Mapping Precison: Dimensions City ID: N/A Non-Priority Non-Major Outfall NR 216 Class: Inspection Date:8/1/2023 12:55:01 PM Inspector:JCW o20230801115446.JPG Previous Rainfall (hrs):72+ Flow Description:None Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Screened at upstream curb inlet (SW corner of intersection - 06-610) due to traffic. Inlet was dry. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-610 City of Oshkosh Inspection Date:9/18/2019 3:30:27 PM o20190918142958.JPG Previous Rainfall (hrs):72+Flow:None Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Screened at upstream curb inlet (SW corner of intersection) due to traffic. Inlet was dry. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Inspection Date:10/26/2018 1:12:01 PM o20181025095732.JPG Previous Rainfall (hrs):72+Flow:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.17 Detergents:0.45 ppm ppm mg/L Detergent detection follow-up. Limited screening conducted beyond sampling. units Temperature 55 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):2 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Flow Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:1215 µS/cm in. Condition Assessment Type:Repeat NotesInspector:KMK 2018 Inspection Date:10/25/2018 9:59:28 AM o20181025095732.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.09 Detergents:0.5 ppm ppm mg/L Sample collected from submerged pool in manhole. Detergent detected in sample. units Temperature 51 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):2 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:1272 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-745 City of Oshkosh Outfall Notes: Storm sewer from Witzel Ave discharges to Campbell Creek (culvert) from east under street. Location Map Supplemental Outfall Discharge Location: MS4 Stormwater Facility Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: RCP Diameter (in):12 Height/Depth (in): Width (in): Not Physically Located Easting:786,087 Northing:473,302 Longitude:-88.56429 Latitude:44.01789 County Coordinates:Latitude/Longitude:Mapping Precison: Dimensions City ID: N/A Non-Priority Non-Major Outfall NR 216 Class: Inspection Date:8/9/2023 11:14:00 AM Inspector:JCW Previous Rainfall (hrs):72+ Flow Description:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall not accessible due to traffic - screened downstream at 06-745 DS1. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 1Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-745 DS1 City of Oshkosh o20230809101244.JPG Outfall Notes: Box culvert discharge, approx 55 ft downstream of outfall 06-745. Includes upstream culvert flow. Outfall 06-745 not screened on Witzel Ave due to traffic. Location Map Supplemental - Alternate Location Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Box Material: RCP Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:786,122 Northing:473,340 Longitude:-88.56416 Latitude:44.01799 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A NR 216 Class: Inspection Date:8/9/2023 11:14:40 AM Inspector:JCW o20230809101252.JPG Previous Rainfall (hrs):72+ Flow Description:Moderate Odor:None Color:None Turbidity:None Floatables:None Sample ID:230809-48 Time Collected:11:13 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):8.23 Detergents:0 ppm ppm mg/L Notes:Sample collected from box culvert flow, downstream of outfall. units Temperature (field):80 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:None Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):560 µS/cm 2023 Page 1 of 1Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-795 City of Oshkosh o20230801122800.JPG Outfall Notes: Storm sewer from Sawyer St discharges to stream (culvert) from north. No access at culvert connection - screened at upstream manhole located approx 17 ft WNW of connection to culvert. Location Map Supplemental Outfall Discharge Location: Downstream Outfall Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: RCP Diameter (in):12 Height/Depth (in): Width (in): Not Physically Located Easting:785,285 Northing:472,661 Longitude:-88.56734 Latitude:44.01612 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 06-795 Non-Priority Non-Major Outfall NR 216 Class: Inspection Date:8/1/2023 1:30:18 PM Inspector:JCW o20230801122806.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID:230801-95 Time Collected:13:28 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):7.86 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged pool in outfall. units Temperature (field):80 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):2 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):1281 µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-795 City of Oshkosh Inspection Date:10/25/2018 10:34:49 AM o20181025103450.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.52 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 53 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):3 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:849 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-798 City of Oshkosh Outfall Notes: Storm sewer from Witzel Ave discharges to Campbell Creek (culvert) from west under street. Location Map Supplemental Outfall Discharge Location: MS4 Stormwater Facility Structure Type: Closed Pipe Outfall Shape: Pipe - Arch Material: CMP Diameter (in): Height/Depth (in):40 Width (in):65 Not Physically Located Easting:786,061 Northing:473,297 Longitude:-88.56439 Latitude:44.01787 County Coordinates:Latitude/Longitude:Mapping Precison: Dimensions City ID: N/A Non-Priority Non-Major Outfall NR 216 Class: Inspection Date:8/9/2023 11:20:00 AM Inspector:JCW Previous Rainfall (hrs):72+ Flow Description:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall not accessible due to traffic - screened downstream at 06-798 DS1. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 1Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-798 DS1 City of Oshkosh o20230809101622.JPG Outfall Notes: Box culvert discharge, approx 63 ft downstream of outfall 06-798. Includes upstream culvert flow. Outfall 06-798 not screened on Witzel Ave due to traffic. Location Map Supplemental - Alternate Location Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Box Material: RCP Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:786,105 Northing:473,340 Longitude:-88.56422 Latitude:44.01799 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A NR 216 Class: Inspection Date:8/9/2023 11:20:22 AM Inspector:JCW o20230809101626.JPG Previous Rainfall (hrs):72+ Flow Description:Moderate Odor:None Color:None Turbidity:None Floatables:None Sample ID:230809-57 Time Collected:11:18 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):8.01 Detergents:0 ppm ppm mg/L Notes:Sample collected from box culvert flow, downstream of outfall. units Temperature (field):80 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:None Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):547 µS/cm 2023 Page 1 of 1Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-810 City of Oshkosh o20230717121140.JPG Outfall Notes: Storm sewer from Ohio St discharges to river from west. Outfall fully submerged and not physically located. GPS coordinates approximate. Pipe info from MS4 map. Location Map Minor Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Elliptical Material: RCP Diameter (in): Height/Depth (in):38 Width (in):60 Not Physically Located Easting:789,346 Northing:473,225 Longitude:-88.55190 Latitude:44.01768 County Coordinates:Latitude/Longitude:Mapping Precison: Desktop mapping estimate Dimensions City ID: N/A Priority Outfall NR 216 Class: Inspection Date:7/17/2023 1:29:54 PM Inspector:JCW o20230717121140_1.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall fully submerged and not located - screened upstream at 06-810 US1. Floating gross solids (litter) in upstream manhole. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-810 City of Oshkosh Inspection Date:8/24/2022 11:01:00 AM o20220824105932.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 06-810 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/16/2021 2:19:36 PM o20210816141900.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 06-810 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/19/2020 11:18:34 AM o20200819111708.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 06-810 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:9/18/2019 9:09:25 AM o20190918080814.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 06-810 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Page 2 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-810 City of Oshkosh Inspection Date:10/22/2018 4:42:27 PM o20181022164110.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 06-810 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/18/2017 11:21:24 AM o20171018111512.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 06-810 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/18/2016 2:44:09 PM o20161018144322.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 06-810 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:9/23/2015 9:09:50 AM o20150923081344.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened at 06- 810 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Page 3 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-810 City of Oshkosh Inspection Date:8/18/2010 1:15:26 PM o20100818130938.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not physically located. Outfall screened upstream at 06-810 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Inspection Date:9/10/2009 Osh09_DSCN6798.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 4 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-810 US1 City of Oshkosh o20230717121226.JPG Outfall Notes: Upstream manhole located approx 77 ft SW of outfall 06-810. Intermediate area consists of open area. Location Map Minor Outfall - Alternate Location Discharge Location: Downstream Outfall Structure Type: Manhole Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:789,293 Northing:473,170 Longitude:-88.55210 Latitude:44.01753 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 06-810 NR 216 Class: Inspection Date:7/17/2023 1:30:31 PM Inspector:JCW o20230717121242.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID:230717-88 Time Collected:13:12 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):8.64 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature (field):76 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):52 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):406 µS/cm 2023 Page 1 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-810 US1 City of Oshkosh Inspection Date:8/24/2022 11:02:00 AM o20220824110016.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.4 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 77 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:391 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/16/2021 2:20:40 PM o20210816142010.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.86 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 82 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):58 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:331 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/19/2020 11:21:56 AM o20200819111844.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.99 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 80 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):36 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:343 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:9/18/2019 9:12:03 AM o20190918080922.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.62 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 71 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):57 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Slight Non-illicit:None Conductivity:387 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Page 2 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-810 US1 City of Oshkosh Inspection Date:10/22/2018 4:45:48 PM o20181022164226.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.7 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 55 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):58 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Slight Non-illicit:None Conductivity:370 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/18/2017 11:23:20 AM o20171018111612.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.85 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 65 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):50 Vegetation:None Benthic Growth:Moderate Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:174 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/18/2016 2:47:47 PM o20161018144430.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.93 Detergents:0 ppm ppm mg/L units Temperature 67 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):52 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:400 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:9/23/2015 9:13:00 AM o20150923081432.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.39 Detergents:0 ppm ppm mg/L units Temperature 70 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):57 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:372 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Page 3 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-810 US1 City of Oshkosh Inspection Date:8/18/2010 1:18:51 PM o20100818131246.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:Faint Color:Faint in bottle Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.68 Detergents:0 ppm ppm mg/L units Temperature 78 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):55 Vegetation:None Benthic Growth:None Stains:None Ammonia:0.5 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Inspection Date:9/10/2009 Osh09_DSCN6801.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.42 Detergents:0 ppm ppm mg/L Abnormal detergent analysis result (bubbles) units Temperature 82 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):6 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 4 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-829 City of Oshkosh o20200819105032.JPG Outfall Notes: Storm sewer from Josslyn St discharges to stream from west. Exits wall approx 9' north of fence. Location Map Major Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: RCP Diameter (in):24 Height/Depth (in): Width (in): Not Physically Located Easting:786,270 Northing:473,749 Longitude:-88.56360 Latitude:44.01911 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Priority Outfall NR 216 Class: Inspection Date:8/1/2023 3:11:33 PM Inspector:JCW o20230801141120.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall fully submerged and not located - screened upstream at 06-829 US1. Floating gross solids (litter) in manhole. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-829 City of Oshkosh Inspection Date:8/24/2022 1:58:00 PM o20220824135212.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 06-829 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/17/2021 10:19:04 AM o20210817101734.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 06-829 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):43 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/19/2020 10:50:40 AM o20200819105038.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 06-829 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:10/8/2019 4:16:54 PM o20191008151534.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged - screened upstream at 06-829 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Page 2 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-829 City of Oshkosh Inspection Date:10/25/2018 1:36:22 PM o20181025133432.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged - screened upstream at 06-829 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/7/2014 10:34:09 AM o20141007093522.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged - screened upstream at 06-829 US1. Manhole lid in water near end of pipe. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):42 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2014 Inspection Date:9/5/2013 9:25:55 AM o20130905082920.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L 2012 screening follow-up. Outfall fully submerged. Outfall screened upstream at 06-829 US1. Gross solids in upstream mh. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):45 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2013 Inspection Date:9/27/2012 12:33:16 PM o20120927113654.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged; screened upstream at 06-829 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2012 Page 3 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-829 City of Oshkosh Inspection Date:6/13/2012 2:26:38 PM o20120613132730.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Gross solids pre-screening. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2012 Page 4 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-829 US1 City of Oshkosh o20230801141430.JPG Outfall Notes: Upstream manhole located approx 360 ft W of outfall 06-829. Intermediate area consists of multifamily residential and commercial properties. Two downstream manholes not located. High school located immediately upstream. Location Map Major Outfall - Alternate Location Discharge Location: Downstream Outfall Structure Type: Manhole Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:785,906 Northing:473,756 Longitude:-88.56498 Latitude:44.01913 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 06-831 NR 216 Class: Inspection Date:8/1/2023 3:15:50 PM Inspector:JCW o20230801141440.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID:230801-63 Time Collected:15:13 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):7.63 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature (field):79 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):36 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Litter Veg. Debris Sediment Other Non-illicit:Slight Natural Suds/FoamNatural Sheen Conductivity (field):927 µS/cm 2023 Page 1 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-829 US1 City of Oshkosh Inspection Date:8/24/2022 1:59:00 PM o20220824135512.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 79 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:1415 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/17/2021 10:24:05 AM o20210817102130.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.3 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 77 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):38 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:1449 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/19/2020 10:56:12 AM o20200819105348.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.57 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 80 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):35 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:1508 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:10/8/2019 4:19:45 PM o20191008151850.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.47 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 64 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):42 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:1533 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Page 2 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-829 US1 City of Oshkosh Inspection Date:10/25/2018 1:40:19 PM o20181025133814.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.64 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 58 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):39 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:1550 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/7/2014 10:41:53 AM o20141007094030.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.82 Detergents:0 ppm ppm mg/L Vegetative debris from opening lid. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):30 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:1715 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2014 Inspection Date:9/5/2013 9:16:05 AM o20130905082002.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.7 Detergents:0 ppm ppm mg/L 2012 screening follow-up. Significant gross solids in manhole - similar to previous years. units Temperature 71 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):35 Vegetation:None Benthic Growth:None Stains:Slight Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:1666 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2013 Inspection Date:9/27/2012 12:28:37 PM o20120927113044.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.72 Detergents:0 ppm ppm mg/L units Temperature 64 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):30 Vegetation:None Benthic Growth:None Stains:Slight Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:1583 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2012 Page 3 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 06-829 US1 City of Oshkosh Inspection Date:6/13/2012 2:30:25 PM o20120613133100.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.58 Detergents:0 ppm ppm mg/L Gross solids pre-screening. Bottles in manhole. units Temperature 70 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):37 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:1765 µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2012 Page 4 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 08-284 City of Oshkosh o20230717075532.JPG Outfall Notes: Bay St storm sewer discharges to river from north. Outfall fully submerged. Pipe info from MS4 map. Location Map Minor Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Arch Material: CMP Diameter (in): Height/Depth (in):27 Width (in):43 Not Physically Located Easting:794,824 Northing:471,023 Longitude:-88.53108 Latitude:44.01165 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Priority Outfall NR 216 Class: Inspection Date:7/17/2023 9:11:07 AM Inspector:JCW o20230717075542.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall fully submerged and not located - screened upstream at 08-284 US1. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 08-284 City of Oshkosh Inspection Date:9/16/2022 1:11:00 PM o20220916131014.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged - screened upstream at 08-284 US1. Floating gross solids (litter) in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/16/2021 9:52:24 AM o20210816095056.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged - screened upstream at 08-284 US1. Floating gross solids (litter) in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/20/2020 12:51:42 PM o20200820125142.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 08-284 US1. Floating gross solids (litter) in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:9/17/2019 2:38:06 PM o20190917133750.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 08-284 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Page 2 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 08-284 City of Oshkosh Inspection Date:10/22/2018 10:51:14 AM o20181022105100.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 08-284 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/17/2017 1:56:02 PM o20171017135302.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged with approx 9" of water over crown of pipe - screened upstream at 08-284 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):36 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/10/2016 10:18:48 AM o20161010101832.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 08-284 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:9/22/2015 10:04:59 AM o20150922090932.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged - screened at 08-284 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):30 Vegetation:None Benthic Growth:Moderate Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Page 3 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 08-284 City of Oshkosh Inspection Date:10/9/2014 11:24:44 AM o20141009102400.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged - screened upstream at 08-284 US1. units Temperature --° F Graffiti:None Damage:Minor Erosion:None Deposition:Minor 3 Depth (in):29 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2014 Inspection Date:10/11/2011 8:37:04 AM o20111011083728.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L 2010 screening follow-up. Outfall fully submerged. Outfall screened upstream at 08-284 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):25 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2011 Inspection Date:8/17/2010 9:35:00 AM o20100817093554.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not physically located. Outfall screened upstream at 08-284 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Page 4 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 08-284 US1 City of Oshkosh o20230717075656.JPG Outfall Notes: Upstream manhole located approx 26 ft N of outfall 08-284. Intermediate area consists of street right-of- way and open space. Location Map Minor Outfall - Alternate Location Discharge Location: Downstream Outfall Structure Type: Manhole Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:794,833 Northing:471,067 Longitude:-88.53104 Latitude:44.01177 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 08-284 NR 216 Class: Inspection Date:7/17/2023 9:13:33 AM Inspector:JCW o20230717075704.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:Slight Sample ID:230717-31 Time Collected:08:56 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):8.52 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged pool in manhole. units Temperature (field):73 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):32 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):401 µS/cm 2023 Page 1 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 08-284 US1 City of Oshkosh Inspection Date:9/16/2022 1:13:00 PM o20220916131222.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.24 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 75 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):34 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:Slight Conductivity:364 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/16/2021 9:55:45 AM o20210816095220.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.14 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 77 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):36 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:328 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/20/2020 12:55:02 PM o20200820125256.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:9.23 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. Elevated pH seemed widespread in river. units Temperature 82 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):33 Vegetation:None Benthic Growth:Moderate Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:320 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:9/17/2019 2:41:09 PM o20190917133856.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.79 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in outfall. Syringe and other floating gross solids (litter) in manhole. units Temperature 76 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):34 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:341 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Page 2 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 08-284 US1 City of Oshkosh Inspection Date:10/22/2018 10:54:41 AM o20181022105156.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:Faint in bottle Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.5 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in outfall. Floating gross solids (litter) in manhole. units Temperature 54 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):34 Vegetation:None Benthic Growth:Moderate Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:314 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/17/2017 1:59:35 PM o20171017135518.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.67 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in outfall. Floating gross solids (litter) in manhole. units Temperature 66 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):30 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:352 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/10/2016 10:21:35 AM o20161010101916.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:Clearly visible in bottl Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.15 Detergents:0 ppm ppm mg/L Potential illicit discharge due to gross solids. units Temperature 63 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):32 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:369 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:9/22/2015 10:09:39 AM o20150922091040.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.8 Detergents:0 ppm ppm mg/L Floating gross solids (litter) in manhole. units Temperature 70 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):34 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:335 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Page 3 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 08-284 US1 City of Oshkosh Inspection Date:10/9/2014 11:28:19 AM o20141009102622.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:Faint in bottle Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.34 Detergents:0 ppm ppm mg/L Floating gross solids (litter) in manhole. units Temperature 57 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):29 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:400 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2014 Inspection Date:10/11/2011 8:41:22 AM o20111011084038.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.11 Detergents:-- ppm ppm mg/L 2010 screening follow-up. Floatable debris significantly reduced. units Temperature 72 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):18 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2011 Inspection Date:5/26/2011 11:01:00 AM o20110526110156.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor: Color: Turbidity: Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Limited screening conducted to check for floatable debris. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation: Benthic Growth: Stains: Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2011 Inspection Date:8/17/2010 9:47:15 AM o20100817093838.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:Faint in bottle Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.64 Detergents:0 ppm ppm mg/L Significant floatable debris in manhole. units Temperature 74 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):31 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Page 4 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 08-347 City of Oshkosh o20230717080452.JPG Outfall Notes: Broad St storm sewer discharges to river from north. Outfall fully submerged and not physically located. GPS coordinates approximate. Pipe info from MS4 map. Location Map Minor Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: CMP Diameter (in):42 Height/Depth (in): Width (in): Not Physically Located Easting:794,227 Northing:471,171 Longitude:-88.53335 Latitude:44.01205 County Coordinates:Latitude/Longitude:Mapping Precison: Desktop mapping estimate Dimensions City ID: N/A Priority Outfall NR 216 Class: Inspection Date:7/17/2023 9:20:35 AM Inspector:JCW o20230717080500.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall fully submerged and not located - screened upstream at 08-347 US1. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 08-347 City of Oshkosh Inspection Date:9/16/2022 1:22:00 PM o20220916132138.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 08-347 US1. Detergent in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/16/2021 10:01:15 AM o20210816100046.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 08-347 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/20/2020 12:42:50 PM o20200820124230.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 08-347 US1. Floating gross solids (litter) in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:9/17/2019 2:47:00 PM o20190917134640.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 08-347 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Page 2 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 08-347 City of Oshkosh Inspection Date:10/22/2018 10:59:46 AM o20181022105820.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 08-347 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/17/2017 2:04:43 PM o20171017140150.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 08-347 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/10/2016 10:13:44 AM o20161010101244.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 08-347 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:9/22/2015 10:41:14 AM o20150922094458.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened at 08- 347 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Page 3 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 08-347 City of Oshkosh Inspection Date:10/9/2014 11:13:09 AM o20141009101330.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 08-347 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2014 Inspection Date:10/11/2011 8:48:34 AM o20111011084904.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L 2010 screening follow-up. Outfall fully submerged and not physically located. Outfall screened upstream at 08-347 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2011 Inspection Date:8/17/2010 10:13:00 AM o20100817100702.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not physically located. Outfall screened upstream at 08-347 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Page 4 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 08-347 US1 City of Oshkosh o20230717080630.JPG Outfall Notes: Upstream manhole located approx 64 ft NNE of outfall 08-347. Intermediate area consists of gravel parking area and railroad storage shed. Location Map Minor Outfall - Alternate Location Discharge Location: Downstream Outfall Structure Type: Manhole Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:794,245 Northing:471,232 Longitude:-88.53328 Latitude:44.01222 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 08-347 NR 216 Class: Inspection Date:7/17/2023 9:23:04 AM Inspector:JCW o20230717080640.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID:230717-76 Time Collected:09:21 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):7.41 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged pool in manhole. units Temperature (field):74 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):48 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):171 µS/cm 2023 Page 1 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 08-347 US1 City of Oshkosh Inspection Date:9/16/2022 1:27:00 PM o20220916132530.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:Slight Total Chlorine:0 Free Chlorine:0 pH:7.51 Detergents:0.4 ppm ppm mg/L Sample collected from submerged pool in manhole. Detergent detected in sample. units Temperature 74 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):48 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:922 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/16/2021 10:04:55 AM o20210816100142.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.84 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 76 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):51 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:318 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/20/2020 12:45:49 PM o20200820124306.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.95 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 82 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):48 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:340 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:9/17/2019 2:49:27 PM o20190917134722.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.56 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 75 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):50 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:356 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Page 2 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 08-347 US1 City of Oshkosh Inspection Date:10/22/2018 11:02:59 AM o20181022110036.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:Faint in bottle Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.49 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 55 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):53 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Slight Non-illicit:None Conductivity:321 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/17/2017 2:07:18 PM o20171017140304.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.29 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 66 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):46 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:346 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/18/2016 5:02:56 PM o20161018170248.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:Faint in bottle Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.18 Detergents:0 ppm ppm mg/L Potential illicit discharge due to gross solids. units Temperature 66 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):46 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:361 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:9/22/2015 10:46:05 AM o20150922094746.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.33 Detergents:0 ppm ppm mg/L Floating gross solids (litter) in manhole. units Temperature 73 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):48 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:352 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Page 3 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 08-347 US1 City of Oshkosh Inspection Date:10/9/2014 11:17:38 AM o20141009101552.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.67 Detergents:0 ppm ppm mg/L Floating gross solids (litter) in manhole. units Temperature 59 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):43 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:422 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2014 Inspection Date:10/11/2011 8:51:38 AM o20111011085018.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:Faint in bottle Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.87 Detergents:-- ppm ppm mg/L 2010 screening follow-up. Floatable debris significantly reduced. units Temperature 71 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):43 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2011 Inspection Date:5/26/2011 11:05:00 AM o20110526110604.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor: Color: Turbidity: Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Limited screening conducted to check for floatable debris. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation: Benthic Growth: Stains: Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2011 Inspection Date:8/17/2010 10:17:46 AM o20100817100950.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.71 Detergents:0 ppm ppm mg/L Significant floatable debris in manhole. units Temperature 74 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):48 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Page 4 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 11-1018 City of Oshkosh o20230717064354.JPG Outfall Notes: Menominee Park pump station discharge pipe. (Formerly 11-465a.) Location Map Major Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Box Material: RCP Diameter (in): Height/Depth (in):48 Width (in):144 Not Physically Located Easting:797,601 Northing:477,432 Longitude:-88.52053 Latitude:44.02923 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Non-Priority Major Outfall NR 216 Class: Inspection Date:7/17/2023 8:00:59 AM Inspector:JCW o20230717064408.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall fully submerged - screened upstream at 11-465a US1 (upstream of pump station). units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):54 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Severe Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 11-1018 City of Oshkosh Inspection Date:10/19/2016 7:29:32 AM o20161019072744.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged - screened upstream at 11-465a US1 (upstream of pump station). units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):48 Vegetation:None Benthic Growth:Moderate Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:10/4/2011 9:03:56 AM o20111004090522.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged. Outfall screened upstream at 11-465a US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):49 Vegetation:None Benthic Growth:Moderate Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2011 Inspection Date:5/10/2011 12:17:00 PM o20110510121750.JPG Previous Rainfall (hrs):0-24Flow:Submerged, indeterminate Odor: Color: Turbidity: Floatables: Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged. Outfall screened upstream at 11-465a US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation: Benthic Growth: Stains: Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Gross Solids: Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2011 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 11-1018 US1 City of Oshkosh o20230717064758.JPG Outfall Notes: First manhole upstream of pump station. Approximately 153 ft W of outfall 11-1018 (formerly 11-465a). Location Map Major Outfall - Alternate Location Discharge Location: MS4 Stormwater Facility Structure Type: Inlet/Catchbasin Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:797,448 Northing:477,427 Longitude:-88.52111 Latitude:44.02922 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 11-1018B NR 216 Class: Inspection Date:7/17/2023 8:10:11 AM Inspector:JCW o20230717064808.JPG Previous Rainfall (hrs):72+ Flow Description:Moderate Odor:None Color:None Turbidity:None Floatables:None Sample ID:230717-14 Time Collected:07:54 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):8.00 Detergents:0 ppm ppm mg/L Notes:Sample collected from flow in manhole. units Temperature (field):67 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:None Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):1006 µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 11-1018 US1 City of Oshkosh Inspection Date:10/19/2016 7:33:56 AM o20161019073014.JPG Previous Rainfall (hrs):72+Flow:Substantial Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.02 Detergents:0 ppm ppm mg/L units Temperature 58 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:927 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:10/4/2011 8:58:42 AM o20111004085748.JPG Previous Rainfall (hrs):72+Flow:Moderate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.42 Detergents:0 ppm ppm mg/L units Temperature 62 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2011 Inspection Date:5/10/2011 12:12:00 PM o20110510121352.JPG Previous Rainfall (hrs):0-24Flow:Moderate Odor: Color: Turbidity: Floatables: Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Limited screening conducted for upstream manhole prescreening. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation: Benthic Growth: Stains: Ammonia:--ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids: Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2011 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 11-177 City of Oshkosh o20230717063742.JPG Outfall Notes: Storm sewer from Siewert Tr and Hazel St discharges to lake from west. Outfall fully submerged. GPS coordinates approximate. Pipe info from MS4 map. Location Map Minor Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: CMP Diameter (in):30 Height/Depth (in): Width (in): Not Physically Located Easting:797,683 Northing:477,208 Longitude:-88.52021 Latitude:44.02862 County Coordinates:Latitude/Longitude:Mapping Precison: Desktop mapping estimate Dimensions City ID: N/A Priority Outfall NR 216 Class: Inspection Date:7/17/2023 7:53:09 AM Inspector:JCW o20230717063750.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall fully submerged and not located - screened upstream at 11-177 US1. Floating gross solids (litter) in upstream manhole. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:None Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 11-177 City of Oshkosh Inspection Date:9/23/2022 10:10:00 AM o20220923100858.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 11-177 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/16/2021 8:11:25 AM o20210816080850.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged - screened upstream at 11-177 US1. Floating gross solids (litter) in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/20/2020 1:55:03 PM o20200820135154.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 11-177 US1. Floating gross solids (litter) in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:9/17/2019 8:55:55 AM o20190917075538.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not physically located. Outfall screened upstream at 11-177 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Page 2 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 11-177 City of Oshkosh Inspection Date:10/3/2011 4:12:24 PM o20111003161156.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not physically located. Outfall screened upstream at 11-177 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2011 Inspection Date:5/10/2011 12:05:00 PM o20110510120530.JPG Previous Rainfall (hrs):0-24Flow:Submerged (not located) Odor: Color: Turbidity: Floatables: Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not physically located. Outfall screened upstream at 11-177 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation: Benthic Growth: Stains: Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids: Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2011 Page 3 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 11-177 US1 City of Oshkosh o20230717063856.JPG Outfall Notes: Upstream catchbasin located approx 45 ft WSW of outfall 11-177. Intermediate area consists of open space. Location Map Minor Outfall - Alternate Location Discharge Location: Downstream Outfall Structure Type: Inlet/Catchbasin Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:797,639 Northing:477,199 Longitude:-88.52038 Latitude:44.02859 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 11-177 NR 216 Class: Inspection Date:7/17/2023 7:55:24 AM Inspector:JCW o20230717063904.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID:230717-59 Time Collected:07:38 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):8.93 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature (field):70 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):43 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Slight Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):382 µS/cm 2023 Page 1 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 11-177 US1 City of Oshkosh Inspection Date:9/23/2022 10:21:00 AM o20220923101908.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:Slight Total Chlorine:0 Free Chlorine:0 pH:7.88 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 67 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):45 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:409 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/16/2021 8:13:29 AM o20210816081106.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.11 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 73 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):48 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:372 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/20/2020 1:55:38 PM o20200820135226.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.85 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 85 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):45 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:342 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:9/17/2019 8:58:14 AM o20190917075612.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.13 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 72 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):47 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:316 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Page 2 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 11-177 US1 City of Oshkosh Inspection Date:10/3/2011 4:15:48 PM o20111003161244.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.03 Detergents:0 ppm ppm mg/L units Temperature 68 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):42 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2011 Inspection Date:5/10/2011 12:03:00 PM o20110510120546.JPG Previous Rainfall (hrs):0-24Flow:Submerged, indeterminate Odor: Color: Turbidity: Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Limited screening conducted for upstream manhole prescreening. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation: Benthic Growth: Stains: Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2011 Page 3 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 11-376 City of Oshkosh o20230717062512.JPG Outfall Notes: Baldwin Ave storm sewer discharges to lake from west. Outfall fully submerged and not physically located. GPS coordinates approximate. Pipe info from MS4 map. Location Map Major Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: Cast Iron Diameter (in):42 Height/Depth (in): Width (in): Not Physically Located Easting:797,503 Northing:478,060 Longitude:-88.52090 Latitude:44.03095 County Coordinates:Latitude/Longitude:Mapping Precison: Dimensions City ID: N/A Priority Outfall NR 216 Class: Inspection Date:7/17/2023 7:40:49 AM Inspector:JCW o20230717062522.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall fully submerged and not located - screened upstream at 11-376 US1. Floating gross solids (litter) in upstream manhole. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 11-376 City of Oshkosh Inspection Date:9/23/2022 10:56:00 AM o20220923105534.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 11-376 US1. Floating gross solids (litter) in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/16/2021 7:57:45 AM o20210816075628.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 11-376 US1. Floating gross solids (litter) in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/20/2020 2:10:06 PM o20200820140432.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 11-376 US1. Floating gross solids (litter) in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:9/17/2019 8:43:35 AM o20190917074332.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 11-376 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Page 2 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 11-376 City of Oshkosh Inspection Date:10/22/2018 9:42:07 AM o20181022094126.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 11-376 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/17/2017 1:03:56 PM o20171017130204.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 11-376 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/19/2016 7:43:58 AM o20161019074246.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 11-376 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:9/24/2015 9:06:24 AM o20150924081044.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened at 11- 376 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:Moderate Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Page 3 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 11-376 City of Oshkosh Inspection Date:10/9/2014 1:35:21 PM o20141009123438.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 11-376 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2014 Inspection Date:10/4/2011 9:20:16 AM o20111004092048.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not physically located. Outfall screened upstream at 11-376 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2011 Inspection Date:5/10/2011 12:22:00 PM o20110510122252.JPG Previous Rainfall (hrs):0-24Flow:Submerged (not located) Odor: Color: Turbidity: Floatables: Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not physically located. Outfall screened upstream at 11-376 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation: Benthic Growth: Stains: Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids: Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2011 Inspection Date:9/8/2009 Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor: Color: Turbidity: Floatables: Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition: Depth (in): Vegetation: Benthic Growth: Stains: Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids: Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 4 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 11-376 US1 City of Oshkosh o20230717062656.JPG Outfall Notes: Upstream manhole located approx 82 ft W of outfall 11-376. Intermediate area consists of open space in park. Location Map Major Outfall - Alternate Location Discharge Location: Downstream Outfall Structure Type: Manhole Shape: Manhole/Catchbasin Material: Manhole - brick Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:797,422 Northing:478,056 Longitude:-88.52121 Latitude:44.03094 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 11-376 NR 216 Class: Inspection Date:7/17/2023 7:43:23 AM Inspector:JCW o20230717062704.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID:230717-89 Time Collected:07:25 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):8.22 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature (field):71 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):80 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):1550 µS/cm 2023 Page 1 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 11-376 US1 City of Oshkosh Inspection Date:9/23/2022 10:57:00 AM o20220923105710.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.16 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids approx 5” thick. Slightly elevated ammonia. units Temperature 70 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):80 Vegetation:None Benthic Growth:None Stains:None Ammonia:0.25 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:648 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/16/2021 8:01:10 AM o20210816075758.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.67 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 72 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):83 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:572 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/20/2020 2:10:47 PM o20200820140542.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.64 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 84 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):81 Vegetation:None Benthic Growth:Moderate Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:382 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:9/17/2019 8:47:01 AM o20190917074432.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.94 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 71 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):82 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:439 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Page 2 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 11-376 US1 City of Oshkosh Inspection Date:10/22/2018 9:45:12 AM o20181022094232.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.52 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 55 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):82 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:575 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/17/2017 1:07:06 PM o20171017130258.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.62 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 67 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):79 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:829 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/19/2016 7:46:56 AM o20161019074410.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:Faint Color:Faint in bottle Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.89 Detergents:0 ppm ppm mg/L Potential illicit discharge due to gross solids. units Temperature 58 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):79 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:357 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:9/24/2015 9:10:22 AM o20150924081150.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:Faint Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.88 Detergents:0 ppm ppm mg/L Floating gross solids (litter) in manhole. units Temperature 68 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):81 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:397 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Page 3 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 11-376 US1 City of Oshkosh Inspection Date:10/9/2014 1:36:18 PM o20141009123616.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:Faint in bottle Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.76 Detergents:0 ppm ppm mg/L Floating gross solids (litter) in manhole. units Temperature 59 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):74 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:381 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2014 Inspection Date:10/4/2011 9:23:47 AM o20111004092208.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.76 Detergents:0 ppm ppm mg/L units Temperature 62 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):79 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2011 Inspection Date:5/10/2011 12:23:00 PM o20110510122336.JPG Previous Rainfall (hrs):0-24Flow:Submerged, indeterminate Odor: Color: Turbidity: Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Limited screening conducted for upstream manhole prescreening. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation: Benthic Growth: Stains: Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2011 Inspection Date:9/8/2009 Osh09_DSCN6622.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor: Color: Turbidity: Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.82 Detergents:0 ppm ppm mg/L Abnormal detergent analysis result (bubbles). Significant floating debris in manhole. units Temperature 76 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):81 Vegetation: Benthic Growth: Stains: Ammonia:--ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 4 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 11-512 City of Oshkosh o20230717071946.JPG Outfall Notes: Storm sewer from Washington Ave discharges to lake from west. Outfall fully submerged and not physically located - pipe info from MS4 map. Location Map Minor Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Arch Material: CMP Diameter (in): Height/Depth (in):24 Width (in):35 Not Physically Located Easting:798,806 Northing:473,370 Longitude:-88.51594 Latitude:44.01809 County Coordinates:Latitude/Longitude:Mapping Precison: Desktop mapping estimate Dimensions City ID: N/A Priority Outfall NR 216 Class: Inspection Date:7/17/2023 8:33:02 AM Inspector:JCW o20230717071958.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall fully submerged and not located - screened upstream at 11-512 US1. Floating gross solids (litter) in upstream manhole. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 5Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 11-512 City of Oshkosh Inspection Date:9/23/2022 9:24:00 AM o20220923092250.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 11-512 US1. Floating gross solids (litter) in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/16/2021 8:42:01 AM o20210816083746.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 11-512 US1. Floating gross solids (litter) in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/20/2020 1:20:27 PM o20200820131742.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 11-512 US1. Floating gross solids (litter) in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:9/17/2019 2:05:48 PM o20190917130514.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 11-512 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Page 2 of 5Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 11-512 City of Oshkosh Inspection Date:10/22/2018 9:59:38 AM o20181022095658.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 11-512 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/17/2017 1:20:48 PM o20171017131910.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 11-512 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/10/2016 11:04:16 AM o20161010110406.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 11-512 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:9/22/2015 7:03:32 AM o20150922060708.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 11-512 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Page 3 of 5Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 11-512 City of Oshkosh Inspection Date:10/9/2014 12:48:49 PM o20141009114820.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 11-512 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2014 Inspection Date:9/27/2012 8:21:03 AM o20120927072324.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged; screened upstream at 11-512 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2012 Inspection Date:6/20/2012 8:23:31 AM o20120620072350.JPG Previous Rainfall (hrs):24-48Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Gross solids pre-screening units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2012 Inspection Date:10/3/2011 12:09:11 PM o20111003121010.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not physically located. Outfall screened upstream at 11-512 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2011 Page 4 of 5Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 11-512 City of Oshkosh Inspection Date:5/10/2011 9:08:00 AM o20110510090810.JPG Previous Rainfall (hrs):0-24Flow:Submerged (not located) Odor: Color: Turbidity: Floatables: Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not physically located. Outfall screened upstream at 11-512 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation: Benthic Growth: Stains: Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids: Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2011 Page 5 of 5Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 11-512 US1 City of Oshkosh o20230717072018.JPG Outfall Notes: Upstream manhole located approx 34 ft SW of outfall 11-512. Intermediate area consists of open space. Location Map Minor Outfall - Alternate Location Discharge Location: Downstream Outfall Structure Type: Manhole Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:798,773 Northing:473,351 Longitude:-88.51607 Latitude:44.01804 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 11-512 NR 216 Class: Inspection Date:7/17/2023 8:37:03 AM Inspector:JCW o20230717072024.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:Slight Sample ID:230717-42 Time Collected:08:20 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):7.15 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole, including two syringes. units Temperature (field):70 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):39 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Moderate Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):205 µS/cm 2023 Page 1 of 5Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 11-512 US1 City of Oshkosh Inspection Date:9/23/2022 9:26:00 AM o20220923092448.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.84 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in upstream manhole. units Temperature 66 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):36 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:460 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/16/2021 8:42:51 AM o20210816083856.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.65 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 73 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):41 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:345 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/20/2020 1:21:12 PM o20200820131802.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:9.07 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. Elevated pH seemed widespread in river/lake. units Temperature 84 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):39 Vegetation:None Benthic Growth:Moderate Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:347 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:9/17/2019 2:08:21 PM o20190917130614.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.23 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 76 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):37 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:333 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Page 2 of 5Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 11-512 US1 City of Oshkosh Inspection Date:10/22/2018 10:00:30 AM o20181022100114.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.35 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 57 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):42 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:470 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/17/2017 1:23:39 PM o20171017131930.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.47 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 67 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):35 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:581 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/10/2016 11:07:16 AM o20161010110444.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.63 Detergents:0 ppm ppm mg/L Potential illicit discharge due to gross solids. units Temperature 65 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):35 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:514 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:9/22/2015 7:04:46 AM o20150922060832.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.93 Detergents:0 ppm ppm mg/L Floating gross solids (litter) in manhole. units Temperature 65 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):37 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:1055 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Page 3 of 5Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 11-512 US1 City of Oshkosh Inspection Date:10/9/2014 12:52:08 PM o20141009115024.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:Slight cloudiness Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.57 Detergents:0 ppm ppm mg/L Floating gross solids (litter) in manhole. units Temperature 62 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):39 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:548 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2014 Inspection Date:9/27/2012 8:22:20 AM o20120927072438.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.73 Detergents:0 ppm ppm mg/L 2011 gross solids follow-up. units Temperature 59 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):34 Vegetation:None Benthic Growth:Slight Stains:Slight Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:416 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2012 Inspection Date:6/20/2012 8:24:06 AM o20120620072408.JPG Previous Rainfall (hrs):24-48Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Gross solids pre-screening. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):40 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2012 Inspection Date:10/3/2011 12:13:00 PM o20111003121302.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.39 Detergents:0 ppm ppm mg/L Significant floatable debris in manhole. units Temperature 67 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):36 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2011 Page 4 of 5Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 11-512 US1 City of Oshkosh Inspection Date:5/10/2011 9:08:00 AM o20110510090830.JPG Previous Rainfall (hrs):0-24Flow:Submerged, indeterminate Odor: Color: Turbidity: Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Limited screening conducted for upstream manhole prescreening. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation: Benthic Growth: Stains: Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2011 Page 5 of 5Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 12-2508 City of Oshkosh o20230801080406.JPG Outfall Notes: Storm sewer from Fernau Ave and Walter St discharge to NE corner of detention basin. (Formerly 12-1328a.) Location Map Supplemental Outfall Discharge Location: MS4 Stormwater Facility Structure Type: Pond Inlet Shape: Pipe - Circular Material: RCP Diameter (in):42 Height/Depth (in): Width (in): Not Physically Located Easting:784,069 Northing:487,966 Longitude:-88.57201 Latitude:44.05810 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Priority Outfall NR 216 Class: Inspection Date:8/1/2023 9:04:46 AM Inspector:JCW o20230801080412.JPG Previous Rainfall (hrs):72+ Flow Description:None Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Pipe wet, but no collectable flow at time of inspection. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Moderate Green Brown Stains:Moderate Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:Slight Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 12-2508 City of Oshkosh Inspection Date:8/17/2021 1:50:37 PM o20210817134750.JPG Previous Rainfall (hrs):72+Flow:Trickle Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.09 Detergents:0 ppm ppm mg/L Sample collected from pipe flow. units Temperature 78 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:Moderate Stains:Slight Ammonia:0 ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:778 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/19/2020 7:19:45 AM o20200819072022.JPG Previous Rainfall (hrs):72+Flow:None Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Pipe wet, but no collectable flow at time of inspection. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:Slight Stains:None Ammonia:--ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:10/8/2019 5:07:04 PM o20191008160300.JPG Previous Rainfall (hrs):48-72Flow:Moderate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.16 Detergents:0 ppm ppm mg/L Outfall sampled from moderate flow. units Temperature 65 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:Moderate Stains:None Ammonia:0 ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:Slight Conductivity:1014 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Inspection Date:10/24/2018 10:34:16 AM o20181024103144.JPG Previous Rainfall (hrs):72+Flow:Trickle Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:9.04 Detergents:0 ppm ppm mg/L Elevated pH in sample from trickle flow. No flow in upstream curb inlet at time of inspection. units Temperature 50 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:Moderate Stains:Slight Ammonia:0 ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:792 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Page 2 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 12-2508 City of Oshkosh Inspection Date:10/18/2017 9:40:26 AM o20171018093128.JPG Previous Rainfall (hrs):72+Flow:Trickle Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:9.23 Detergents:0 ppm ppm mg/L Elevated pH in sample from trickle flow. No flow in upstream curb inlet at time of inspection. units Temperature 65 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains: Ammonia:0 ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:1563 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/10/2016 12:26:38 PM o20161010122036.JPG Previous Rainfall (hrs):72+Flow:Trickle Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:9.45 Detergents:0 ppm ppm mg/L Elevated pH, but not as high as 2015 screening. Possible residual in upstream pipe. units Temperature 64 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:Moderate Stains:Slight Ammonia:0 ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:880 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:9/23/2015 12:56:15 PM o20150923115508.JPG Previous Rainfall (hrs):72+Flow:Trickle Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:11.66 Detergents:0 ppm ppm mg/L White silty discharge. Chlorine patches turned yellow (not on scale). Elevated pH and conductivity. units Temperature 73 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:Moderate Stains:Moderate Ammonia:1 ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Obvious Gross Solids:Slight Non-illicit:None Conductivity:2470 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Page 3 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 12-569 City of Oshkosh o20230717095828.JPG Outfall Notes: Congress Ave storm sewer discharges to river from east. Outfall fully submerged and not physically located. GPS coordinates approximate. Pipe info from MS4 map. Location Map Minor Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: CMP Diameter (in):21 Height/Depth (in): Width (in): Not Physically Located Easting:786,529 Northing:479,314 Longitude:-88.56263 Latitude:44.03438 County Coordinates:Latitude/Longitude:Mapping Precison: Desktop mapping estimate Dimensions City ID: N/A Priority Outfall NR 216 Class: Inspection Date:7/17/2023 11:14:03 AM Inspector:JCW o20230717095836.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall fully submerged and not located - screened upstream at 12-569 US1. Graffiti on nearby bridge abutment. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:Moderate Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 12-569 City of Oshkosh Inspection Date:9/19/2022 3:18:00 PM o20220919151702.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 12-569 US1. units Temperature --° F Graffiti:Moderate Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/17/2021 9:13:52 AM o20210817091208.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 12-569 US1. Graffiti on nearby bridge abutment. units Temperature --° F Graffiti:Moderate Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/19/2020 8:41:26 AM o20200819084114.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not physically located - screened upstream at 12-569 US1. Graffiti on bridge abutment. units Temperature --° F Graffiti:Moderate Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:9/18/2019 11:19:35 AM o20190918101816.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 12-569 US1. Graffiti on nearby bridge abutment. Floating gross solids (litter) in MH. units Temperature --° F Graffiti:Moderate Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Page 2 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 12-569 City of Oshkosh Inspection Date:10/24/2018 9:23:56 AM o20181024092154.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 12-569 US1. Graffiti on nearby bridge abutment. Floating gross solids (litter) in MH. units Temperature --° F Graffiti:Moderate Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/18/2017 10:17:17 AM o20171018101412.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 12-569 US1. Graffiti on nearby bridge abutment. Floating gross solids (litter) in MH. units Temperature --° F Graffiti:Minor Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/10/2016 1:26:15 PM o20161010132600.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Graffiti on east bridge abutment. Outfall fully submerged and not located - screened upstream at 12-569 US1. units Temperature --° F Graffiti:Minor Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:9/23/2015 11:06:02 AM o20150923100828.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened at 12- 569 US1. units Temperature --° F Graffiti:Moderate Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Page 3 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 12-569 City of Oshkosh Inspection Date:10/7/2014 7:38:26 AM o20141007063712.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 12-569 US1. Graffiti on east abutment. units Temperature --° F Graffiti:Moderate Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2014 Inspection Date:10/11/2011 1:49:07 PM o20111011134840.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L 2010 screening follow-up. Outfall fully submerged and not physically located. Outfall screened upstream at 12-569 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2011 Inspection Date:8/19/2010 2:37:50 PM o20100819143022.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not physically located. Outfall screened upstream at 12-569 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Page 4 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 12-569 US1 City of Oshkosh o20230717100026.JPG Outfall Notes: Upstream manhole located approx 48 ft ESE of outfall 12-569. Intermediate area consists of open space. Location Map Minor Outfall - Alternate Location Discharge Location: Downstream Outfall Structure Type: Manhole Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:786,577 Northing:479,306 Longitude:-88.56245 Latitude:44.03436 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 12-569 NR 216 Class: Inspection Date:7/17/2023 11:17:35 AM Inspector:JCW o20230717100040.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID:230717-26 Time Collected:11:00 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):8.39 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged pool in manhole. units Temperature (field):77 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):42 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):435 µS/cm 2023 Page 1 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 12-569 US1 City of Oshkosh Inspection Date:9/19/2022 3:24:00 PM o20220919152124.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.5 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 75 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):44 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:484 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/17/2021 9:16:38 AM o20210817091344.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.15 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 77 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):38 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Moderate Non-illicit:None Conductivity:454 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/19/2020 8:45:29 AM o20200819084220.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:Faint Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.49 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 73 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):38 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:349 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:9/18/2019 11:22:28 AM o20190918101948.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.3 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 74 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):42 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Slight Non-illicit:None Conductivity:419 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Page 2 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 12-569 US1 City of Oshkosh Inspection Date:10/24/2018 9:25:23 AM o20181024092322.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.4 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 52 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):44 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Slight Non-illicit:None Conductivity:714 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/18/2017 10:20:25 AM o20171018101542.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.44 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 65 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):39 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:1118 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/10/2016 1:30:04 PM o20161010132718.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:Clearly visible in bottl Turbidity:Slight cloudiness Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.41 Detergents:0 ppm ppm mg/L Potential illicit discharge due to gross solids. units Temperature 69 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):38 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:616 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:9/23/2015 11:06:51 AM o20150923101026.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.5 Detergents:0 ppm ppm mg/L Floating gross solids (litter) in manhole. units Temperature 76 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):40 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:441 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Page 3 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 12-569 US1 City of Oshkosh Inspection Date:10/7/2014 7:39:34 AM o20141007063948.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.66 Detergents:0 ppm ppm mg/L Floating gross solids (litter) in manhole. units Temperature 59 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):34 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:771 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2014 Inspection Date:10/11/2011 1:51:24 PM o20111011134946.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.63 Detergents:-- ppm ppm mg/L 2010 screening follow-up. Floatable debris significantly reduced. units Temperature 73 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):32 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2011 Inspection Date:5/26/2011 2:40:00 PM o20110526144100.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor: Color: Turbidity: Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Limited screening conducted to check for floatable debris. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation: Benthic Growth: Stains: Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2011 Inspection Date:8/19/2010 2:41:43 PM o20100819143434.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:Faint in bottle Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.59 Detergents:0 ppm ppm mg/L Severe floatable debris units Temperature 79 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):38 Vegetation:None Benthic Growth:None Stains:Slight Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Severe Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Page 4 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 13-1098 City of Oshkosh o20230719135138.JPG Outfall Notes: Storm sewer discharges to channel from south. Location Map Major Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: RCP Diameter (in):24 Height/Depth (in): Width (in): Not Physically Located Easting:778,351 Northing:463,926 Longitude:-88.59366 Latitude:43.99214 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Priority Outfall NR 216 Class: Inspection Date:7/19/2023 3:08:27 PM Inspector:JCW o20230719135146.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Sample ID:230719-79 Time Collected:14:51 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):7.16 Detergents:0 ppm ppm mg/L Notes:Sample collected from concentrated flow immediately downstream from outfall. units Temperature (field):77 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:Moderate Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in):16 Depth (in):24 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Severe Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):1956 µS/cm 2023 Page 1 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 13-1098 City of Oshkosh Inspection Date:8/18/2022 2:17:00 PM o20220818140940.JPG Previous Rainfall (hrs):72+Flow:Submerged, slight flow Odor:Easily detected Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.15 Detergents:0 ppm ppm mg/L Sample collected from submerged flow at end of pipe. Elevated ammonia. Tracking revealed santiary cross connection. units Temperature 80 ° F Graffiti:None Damage:None Erosion:None Deposition:Moderate 18 Depth (in):6 Vegetation:None Benthic Growth:Severe Stains:None Ammonia:3 ppm Sampling Results Submerged:Fully Sample Location:Flow Illicit Discharge Potential:Obvious Gross Solids:None Non-illicit:None Conductivity:1805 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/31/2021 7:49:46 AM o20210831074728.JPG Previous Rainfall (hrs):48-72Flow:Submerged, significant flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:6.98 Detergents:0 ppm ppm mg/L Sample collected from concentrated flow immediately downstream of pipe. units Temperature 71 ° F Graffiti:None Damage:None Erosion:None Deposition:Moderate 16 Depth (in): Vegetation:None Benthic Growth:Moderate Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:1980 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:10/24/2018 3:06:28 PM o20181024150410.JPG Previous Rainfall (hrs):72+Flow:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged - screened upstream at 13-1098 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):24 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/19/2017 11:22:01 AM Previous Rainfall (hrs):72+Flow:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.29 Detergents:0 ppm ppm mg/L Sample collected from submerged flow at end of pipe. Photo not available. units Temperature 65 ° F Graffiti:None Damage:None Erosion:None Deposition:Moderate 16 Depth (in):23 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:1404 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Page 2 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 13-1098 City of Oshkosh Inspection Date:10/19/2016 3:04:11 PM o20161019150326.JPG Previous Rainfall (hrs):72+Flow:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged - screened upstream at 13-1098 US1. End of pipe recently excavated. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:Severe 16 Depth (in):22 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:9/24/2015 3:10:53 PM o20150924141536.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall not located - screened at 13-1098 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Inspection Date:7/30/2013 7:57:44 AM o20130730070410.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Pipe not located in grassy stream bank. Screened upstream at 13-1098 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2013 Inspection Date:9/3/2009 Osh09_DSCN6427.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor: Color: Turbidity: Floatables: Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:18 Depth (in):23 Vegetation: Benthic Growth: Stains: Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids: Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 3 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 13-1766 City of Oshkosh o20230719133220.JPG Outfall Notes: Storm sewer from Washburn St discharges to stream from west. Location Map Minor Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: PVC Diameter (in):18 Height/Depth (in): Width (in): Not Physically Located Easting:780,603 Northing:464,015 Longitude:-88.58510 Latitude:43.99240 County Coordinates:Latitude/Longitude:Mapping Precison: Desktop mapping estimate Dimensions City ID: N/A Priority Outfall NR 216 Class: Inspection Date:7/19/2023 2:48:36 PM Inspector:JCW o20230719133228.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall partially submerged - screened upstream at 13-1766 US1. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:Moderate Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in):5 Depth (in):7 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Moderate Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 13-1766 City of Oshkosh Inspection Date:8/18/2022 1:46:00 PM o20220818134506.JPG Previous Rainfall (hrs):72+Flow:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:6.38 Detergents:0 ppm ppm mg/L Sample collected from submerged flow at end of pipe. units Temperature 79 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):4 Vegetation:None Benthic Growth:Slight Stains:Slight Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:320 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:9/28/2015 8:16:55 AM o20150928072150.JPG Previous Rainfall (hrs):72+Flow:None Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Flowline damp, but no flow at time of inspection. Sediment level with crown of pipe. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:Severe 18 Depth (in): Vegetation:None Benthic Growth:Slight Stains:None Ammonia:--ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 13-1766 US1 City of Oshkosh o20230719133554.JPG Outfall Notes: Upstream manhole located approx 17 ft NNW of outfall 13-1766. Intermediate area consists of brush- covered right-of-way. Location Map Minor Outfall - Alternate Location Discharge Location: Downstream Outfall Structure Type: Manhole Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:780,601 Northing:464,032 Longitude:-88.58511 Latitude:43.99244 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 13-1766 NR 216 Class: Inspection Date:7/19/2023 2:54:50 PM Inspector:JCW o20230719133600.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID:230719-62 Time Collected:14:38 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):7.43 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged pool in manhole. Slightly elevated ammonia. units Temperature (field):80 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:Minor Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in):2 Depth (in):4 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0.5 ppm Sampling Results Physical Condition Assessment Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):348 µS/cm 2023 Page 1 of 1Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 13-2332 City of Oshkosh o20230719141008.JPG Outfall Notes: Storm sewer from Fox Tail Ln discharges to stream north of trail. Location Map Major Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Elliptical Material: RCP Diameter (in): Height/Depth (in):33 Width (in):60 Not Physically Located Easting:774,586 Northing:467,262 Longitude:-88.60798 Latitude:44.00128 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Priority Outfall NR 216 Class: Inspection Date:7/19/2023 3:26:43 PM Inspector:JCW o20230719141018.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Sample ID:230719-24 Time Collected:15:10 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):8.10 Detergents:0 ppm ppm mg/L Notes:Sample collected from concentrated flow immediately downstream from pipe. 2" joint displacement. Downstream channel erosion. units Temperature (field):78 ° F Inspection Type:Ongoing Graffiti:None Damage:Minor Erosion:Moderate Deposition:Minor Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in):2 Depth (in):6 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Severe Green Brown Stains:Severe Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Partially Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:Slight Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):1291 µS/cm 2023 Page 1 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 13-2332 City of Oshkosh Inspection Date:8/23/2022 10:59:00 AM o20220823105722.JPG Previous Rainfall (hrs):72+Flow:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.41 Detergents:0 ppm ppm mg/L Sample collected from submerged flow at end of pipe. units Temperature 75 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):7 Vegetation:None Benthic Growth:None Stains:Slight Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:1366 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/23/2021 9:30:00 AM o20210823092852.JPG Previous Rainfall (hrs):72+Flow:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.63 Detergents:0 ppm ppm mg/L Sample collected from submerged flow inside pipe. units Temperature 70 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):7 Vegetation:None Benthic Growth:Slight Stains:Slight Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:1041 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/20/2020 10:49:39 AM o20200820104754.JPG Previous Rainfall (hrs):72+Flow:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.18 Detergents:0 ppm ppm mg/L Sample collected from concentrated flow immediately downstream from outfall. units Temperature 76 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):3 Vegetation:None Benthic Growth:Moderate Stains:Slight Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:1219 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:11/5/2019 2:05:00 PM o20191105140404.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged - screened upstream at 13-2332 US1. Follow-up inspection for sampling - limited screening conducted. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):19 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:Slight Conductivity:--µS/cm in. Condition Assessment Type:Repeat NotesInspector:JCW 2019 Page 2 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 13-2332 City of Oshkosh Inspection Date:10/8/2019 3:09:23 PM o20191008140758.jpg Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged - screened upstream at 13-2332 US1. Detergent detected in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):19 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:Slight Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Inspection Date:10/24/2018 3:19:11 PM o20181024151710.JPG Previous Rainfall (hrs):72+Flow:Submerged, slight flow Odor:Faint Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged - screened upstream at 13-2332 US1. Detergent detected in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):11 Vegetation:None Benthic Growth:Slight Stains:Moderate Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:6/12/2012 9:35:59 AM o20120612083850.JPG Previous Rainfall (hrs):72+Flow:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged; screened upstream at 13-2332 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):14 Vegetation:None Benthic Growth:Moderate Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2012 Inspection Date:9/3/2009 Osh09_DSCN6437.JPG Previous Rainfall (hrs):72+Flow:Submerged, slight flow Odor:Faint Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:8 Depth (in):15 Vegetation: Benthic Growth:Slight Stains: Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 3 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 13-3427 City of Oshkosh o20230719114428.JPG Outfall Notes: Storm sewer from South Park road discharges to detention pond from north. Location Map Minor Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: CMP Diameter (in):12 Height/Depth (in): Width (in): Not Physically Located Easting:788,484 Northing:469,134 Longitude:-88.55517 Latitude:44.00646 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Non-Priority Non-Major Outfall NR 216 Class: Inspection Date:7/19/2023 1:00:51 PM Inspector:JCW o20230719114442.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall partially submerged - screened upstream at 13-3427 US1. Riprap on apron. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):2 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Severe Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 13-3427 City of Oshkosh Inspection Date:9/27/2012 10:39:10 AM Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged; screened upstream at 13-3427 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):10 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2012 Inspection Date:6/13/2012 9:59:36 AM o20120613090224.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Gross solids pre-screen. Outfall fully submerged; screened upstream at 13-3427 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):14 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2012 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 13-3427 US1 City of Oshkosh o20230719114642.JPG Outfall Notes: Upstream curb inlet located approx 60 ft NW of outfall 13-3427. Intermediate area consists of open space in park. Location Map Minor Outfall - Alternate Location Discharge Location: Downstream Outfall Structure Type: Inlet/Catchbasin Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:788,433 Northing:469,165 Longitude:-88.55536 Latitude:44.00654 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 13-3427 NR 216 Class: Inspection Date:7/19/2023 1:02:29 PM Inspector:JCW o20230719114702.JPG Previous Rainfall (hrs):72+ Flow Description:None Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Catchbasin dry at time of inspection. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:Slight Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 13-3427 US1 City of Oshkosh Inspection Date:9/27/2012 10:41:20 AM o20120927094518.JPG Previous Rainfall (hrs):72+Flow:None Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Inlet dry at time of inspection. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2012 Inspection Date:6/13/2012 10:02:18 AM o20120613090436.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:Cloudy Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.3 Detergents:0 ppm ppm mg/L Gross solids pre-screen. units Temperature 74 ° F Graffiti:None Damage:None Erosion:None Deposition:Moderate 2 Depth (in):5 Vegetation:None Benthic Growth:None Stains:None Ammonia:1 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:1429 µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2012 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 13-3774 City of Oshkosh o20230719131112.JPG Outfall Notes: Storm sewer from Koeller St and Menard Dr discharges to west side of detention basin. Location Map Supplemental Outfall Discharge Location: MS4 Stormwater Facility Structure Type: Pond Inlet Shape: Pipe - Circular Material: RCP Diameter (in):66 Height/Depth (in): Width (in): Not Physically Located Easting:782,214 Northing:468,701 Longitude:-88.57900 Latitude:44.00525 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Priority Outfall NR 216 Class: Inspection Date:7/19/2023 2:28:09 PM Inspector:JCW o20230719131124.JPG Previous Rainfall (hrs):72+ Flow Description:Trickle Odor:None Color:None Turbidity:None Floatables:Moderate Sample ID:230719-49 Time Collected:14:11 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):7.75 Detergents:0 ppm ppm mg/L Notes:Sample collected from pipe flow. 2" joint displacement. units Temperature (field):78 ° F Inspection Type:Ongoing Graffiti:None Damage:Minor Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Moderate Green Brown Stains:Slight Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:None Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):1013 µS/cm 2023 Page 1 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 13-3774 City of Oshkosh Inspection Date:8/22/2022 9:46:00 AM o20220822094500.JPG Previous Rainfall (hrs):72+Flow:Trickle Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.64 Detergents:0 ppm ppm mg/L Sample collected from pipe flow. units Temperature 70 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:Slight Stains:Slight Ammonia:0 ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:162 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/23/2021 2:58:26 PM o20210823145642.JPG Previous Rainfall (hrs):72+Flow:Trickle Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.31 Detergents:0 ppm ppm mg/L Sample collected from pipe flow. units Temperature 82 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:Slight Stains:Slight Ammonia:0 ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:Slight Conductivity:1720 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/20/2020 4:09:06 PM o20200820160626.JPG Previous Rainfall (hrs):72+Flow:Trickle Odor:None Color:None Turbidity:None Floatables:Moderate Total Chlorine:0 Free Chlorine:0 pH:7.91 Detergents:0 ppm ppm mg/L Sample collected from pipe flow. units Temperature 79 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:Moderate Stains:Slight Ammonia:0 ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:1889 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:10/8/2019 4:01:14 PM o20191008145924.JPG Previous Rainfall (hrs):48-72Flow:Moderate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.66 Detergents:0 ppm ppm mg/L Sample collected from submerged flow at end of pipe. Elevated conductivity. units Temperature 65 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:Moderate Stains:None Ammonia:0 ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:2470 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Page 2 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 13-3774 City of Oshkosh Inspection Date:10/26/2018 12:50:27 PM o20181025072226.JPG Previous Rainfall (hrs):72+Flow:Trickle Odor:None Color:None Turbidity:None Floatables:Slight Total Chlorine:0 Free Chlorine:0 pH:7.91 Detergents:0.85 ppm ppm mg/L Detergent detection follow-up. Limited screening conducted beyond sampling. units Temperature 56 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:Slight Ammonia:0 ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:1745 µS/cm in. Condition Assessment Type:Repeat NotesInspector:KMK 2018 Inspection Date:10/25/2018 7:24:13 AM o20181025072226.JPG Previous Rainfall (hrs):72+Flow:Trickle Odor:None Color:None Turbidity:None Floatables:Slight Total Chlorine:0 Free Chlorine:0 pH:7.94 Detergents:0.45 ppm ppm mg/L Sample collected from submerged flow at end of pipe. Detergent detected. units Temperature 49 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:Moderate Stains:Slight Ammonia:0 ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:1865 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/18/2017 4:20:44 PM o20171018161638.JPG Previous Rainfall (hrs):72+Flow:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.88 Detergents:0 ppm ppm mg/L Sample collected from submerged flow at end of pipe. units Temperature 67 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):1 Vegetation:None Benthic Growth:Moderate Stains:Slight Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:1262 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/19/2016 3:20:01 PM o20161019151808.JPG Previous Rainfall (hrs):72+Flow:Trickle Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.07 Detergents:0 ppm ppm mg/L units Temperature 66 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:Moderate Stains:Slight Ammonia:0 ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:1396 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Page 3 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 13-3774 City of Oshkosh Inspection Date:9/28/2015 10:08:12 AM o20150928090940.JPG Previous Rainfall (hrs):72+Flow:Moderate Odor:None Color:None Turbidity:None Floatables:Slight Total Chlorine:0 Free Chlorine:0 pH:8.07 Detergents:0 ppm ppm mg/L units Temperature 70 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:Moderate Stains:Slight Ammonia:0 ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:455 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Page 4 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 13-4012 City of Oshkosh o20230719110220.JPG Outfall Notes: Storm sewer from Georgia Street discharges to west end of South Park ponds. (Formerly 13-2957.) Location Map Major Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Box Material: RCP Diameter (in): Height/Depth (in):72 Width (in):96 Not Physically Located Easting:788,002 Northing:469,046 Longitude:-88.55700 Latitude:44.00621 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Priority Outfall NR 216 Class: Inspection Date:7/19/2023 12:19:01 PM Inspector:JCW o20230719110252.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall fully submerged - screened upstream at 13-4012 US1. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):76 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 13-4012 City of Oshkosh Inspection Date:8/22/2022 10:20:00 AM o20220822101316.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged - screened upstream at 13-4012 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/16/2021 1:47:39 PM o20210816134612.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 13-4012 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/20/2020 12:23:12 PM o20200820122132.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 13-2957 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:11/5/2019 1:32:00 PM Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Detergent detection follow-up. Limited screening conducted beyond sampling. Detergent in follow-up sample. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Repeat NotesInspector:JCW 2019 Page 2 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 13-4012 City of Oshkosh Inspection Date:10/8/2019 8:14:46 AM o20191008071216.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Detergent detection follow-up. Limited screening conducted beyond sampling. No detergent in follow-up sample. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Repeat NotesInspector:JCW 2019 Inspection Date:9/18/2019 7:32:53 AM o20190918063134.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall inaccessible - screened upstream at 13-2957 US1a. Detergent in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Inspection Date:10/25/2018 1:17:00 PM o20181025131742.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall inaccessible - screened upstream at 13-2957 US1a. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/19/2016 1:42:21 PM o20161019134018.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:Cloudy Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged - screened upstream at 13-2957 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):19 Vegetation:None Benthic Growth:Moderate Stains:Moderate Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Page 3 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 13-4012 City of Oshkosh Inspection Date:9/24/2015 1:12:45 PM o20150924121536.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:Cloudy Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged - screened at 13-2957 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):17 Vegetation:None Benthic Growth:Moderate Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Inspection Date:6/12/2012 1:30:43 PM o20120612123258.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged; screened upstream at 13-2957 US1. units Temperature --° F Graffiti:Minor Damage:None Erosion:None Deposition:None Depth (in):21 Vegetation:None Benthic Growth:Moderate Stains:Moderate Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2012 Inspection Date:9/4/2009 Osh09_DSCN6483.JPG Previous Rainfall (hrs):72+Flow:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):16 Vegetation: Benthic Growth:Slight Stains: Ammonia:--ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 4 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 13-4012 US1 City of Oshkosh o20230719110552.JPG Outfall Notes: Upstream manhole located approx 95 ft W of outfall 13-4012. Constructed before 2018 screening. Location Map Major Outfall - Alternate Location Discharge Location: Downstream Outfall Structure Type: Manhole Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:787,886 Northing:469,063 Longitude:-88.55744 Latitude:44.00626 County Coordinates:Latitude/Longitude:Mapping Precison: Desktop mapping estimate Dimensions City ID: 13-4012 NR 216 Class: Inspection Date:7/19/2023 12:22:45 PM Inspector:JCW o20230719110556.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:Slight cloudiness Floatables:None Sample ID:230719-15 Time Collected:12:15 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):7.67 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged pool in manhole. units Temperature (field):80 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):71 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):1476 µS/cm 2023 Page 1 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 13-4012 US1 City of Oshkosh Inspection Date:8/22/2022 10:21:00 AM o20220822101526.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.58 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 71 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:1231 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/16/2021 1:50:23 PM o20210816134742.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:Slight cloudiness Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.4 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 77 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):72 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:1233 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/20/2020 12:29:26 PM o20200820122308.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.88 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 81 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):57 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:1350 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:11/5/2019 1:33:38 PM o20191105133254.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:0.6 ppm ppm mg/L Follow-up inspection for sampling - limited screening conducted. Detergent in follow- up sample. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):71 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Repeat NotesInspector:JCW 2019 Page 2 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 13-4012 US1 City of Oshkosh Inspection Date:10/8/2019 8:16:29 AM o20191008071514.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables: Total Chlorine:0 Free Chlorine:0 pH:7.65 Detergents:0 ppm ppm mg/L Detergent detection follow-up. Limited screening conducted beyond sampling. No detergent in follow-up sample. units Temperature 55 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):72 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:1354 µS/cm in. Condition Assessment Type:Repeat NotesInspector:JCW 2019 Inspection Date:9/18/2019 7:36:33 AM o20190918063424.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.9 Detergents:0.75 ppm ppm mg/L Sample collected from submerged pool in manhole. Detergent detected in sample. units Temperature 70 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):71 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:1265 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Inspection Date:10/25/2018 1:21:51 PM o20181025131952.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.81 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 56 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):72 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:1178 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/19/2016 1:45:38 PM o20161019134250_1.JPG Previous Rainfall (hrs):72+Flow:Submerged, slight flow Odor:None Color:None Turbidity:Slight cloudiness Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.98 Detergents:0 ppm ppm mg/L Screened at old location (13- 2957 US1). units Temperature 65 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):22 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:1234 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Page 3 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 13-4012 US1 City of Oshkosh Inspection Date:9/24/2015 1:16:09 PM Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:Cloudy Floatables:Slight Total Chlorine:0 Free Chlorine:0 pH:7.95 Detergents:0 ppm ppm mg/L Photo not available. Screened at old location (13-2957 US1). units Temperature 70 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):19 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:1305 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Inspection Date:6/12/2012 1:36:29 PM o20120612123728.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:Slight cloudiness Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.35 Detergents:0 ppm ppm mg/L Screened at old location (13- 2957 US1). units Temperature 71 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):23 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:1336 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2012 Inspection Date:9/4/2009 Osh09_DSCN6486.JPG Previous Rainfall (hrs):72+Flow:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.1 Detergents:0 ppm ppm mg/L Screened at old location (13- 2957 US1). units Temperature 66 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation: Benthic Growth: Stains: Ammonia:--ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 4 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 13-4025 City of Oshkosh o20230719112856.JPG Outfall Notes: Storm sewer from W South Park Ave discharges to South Park Pond from south. Replaces outfall 13- 4025 (2017). Location Map Minor Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: RCP Diameter (in):48 Height/Depth (in): Width (in): Not Physically Located Easting:788,634 Northing:469,114 Longitude:-88.55460 Latitude:44.00640 County Coordinates:Latitude/Longitude:Mapping Precison: Desktop mapping estimate Dimensions City ID: N/A Non-Priority Non-Major Outfall NR 216 Class: Inspection Date:7/19/2023 12:46:37 PM Inspector:JCW o20230719113004.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Sample ID:230719-29 Time Collected:12:29 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):7.95 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged flow inside pipe. units Temperature (field):82 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):26 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Severe Green Brown Stains:Moderate Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Partially Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):1442 µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 13-4025 City of Oshkosh Inspection Date:6/13/2012 10:10:31 AM o20120613091306.JPG Previous Rainfall (hrs):72+Flow:None Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall pipes fully submerged; screened upstream at 13-819 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2012 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 13-4057 City of Oshkosh o20230719113644.JPG Outfall Notes: Storm sewer from South Park discharges to South Park Pond from north. Location Map Minor Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: RCP Diameter (in):12 Height/Depth (in): Width (in): Not Physically Located Easting:788,669 Northing:469,281 Longitude:-88.55446 Latitude:44.00686 County Coordinates:Latitude/Longitude:Mapping Precison: Desktop mapping estimate Dimensions City ID: N/A Non-Priority Non-Major Outfall NR 216 Class: Inspection Date:7/19/2023 12:53:39 PM Inspector:JCW o20230719113710.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall partially submerged - screened upstream at 13-4057 US1. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):7 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Severe Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 1Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 13-4057 US1 City of Oshkosh o20230719114130.JPG Outfall Notes: Upstream yard drain located approx 38 ft NNE of outfall 13-4057. Intermediate area consists of park space. Location Map Supplemental - Alternate Location Discharge Location: Downstream Outfall Structure Type: Inlet/Catchbasin Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:788,685 Northing:469,316 Longitude:-88.55440 Latitude:44.00696 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 13-4057 NR 216 Class: Inspection Date:7/19/2023 12:55:24 PM Inspector:JCW o20230719114136.JPG Previous Rainfall (hrs):72+ Flow Description:None Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Sediment in catchbasin wet, but no collectable sample during screening. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:Minor Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in):3 Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Slight Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:Slight Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 1Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 13-4075 City of Oshkosh o20230719111310.JPG Outfall Notes: Storm sewer from South Pond Park pavillion and parking lot discharges to west end of detention basins. (Formerly 13-3431.) Location Map Minor Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: RCP Diameter (in):15 Height/Depth (in): Width (in): Not Physically Located Easting:788,043 Northing:469,098 Longitude:-88.55684 Latitude:44.00636 County Coordinates:Latitude/Longitude:Mapping Precison: Desktop mapping estimate Dimensions City ID: N/A Non-Priority Non-Major Outfall NR 216 Class: Inspection Date:7/19/2023 12:29:07 PM Inspector:JCW o20230719111324.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall partially submerged - screened upstream at 13-4075 US1. Riprap on apron. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):1 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Severe Green Brown Stains:Slight Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 13-4075 City of Oshkosh Inspection Date:9/27/2012 10:31:48 AM o20120927093556.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):11 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2012 Inspection Date:6/12/2012 1:04:23 PM o20120612120442.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Gross solids pre-screening. Outfall fully submerged; screened upstream at 13-3431 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):13 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2012 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 13-4075 US1 City of Oshkosh o20230719111526.JPG Outfall Notes: Upstream curb inlet located approx 61 ft N of outfall 13-4075 (formerly 13-3431). Intermediate area consists of open space in park. Location Map Minor Outfall - Alternate Location Discharge Location: Downstream Outfall Structure Type: Inlet/Catchbasin Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:788,043 Northing:469,145 Longitude:-88.55684 Latitude:44.00649 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 13-3431 NR 216 Class: Inspection Date:7/19/2023 12:31:15 PM Inspector:JCW o20230719111552.JPG Previous Rainfall (hrs):72+ Flow Description:None Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:No flow leaving catchbasin through outlet pipe - no sample collected. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:Slight Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 13-4075 US1 City of Oshkosh Inspection Date:9/27/2012 10:29:26 AM o20120927093152.JPG Previous Rainfall (hrs):72+Flow:None Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Dry. Old concrete washout at pipe outlet. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2012 Inspection Date:6/12/2012 12:56:45 PM o20120612115904.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:Easily detected Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.86 Detergents:0 ppm ppm mg/L Pre-screening for gross solids. units Temperature 72 ° F Graffiti:None Damage:None Erosion:None Deposition:Minor 2 Depth (in):2 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:1372 µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2012 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 13-4082 City of Oshkosh o20230719112028.JPG Outfall Notes: Storm sewer from South Park discharges to South Park Pond from south. Location Map Minor Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: RCP Diameter (in):12 Height/Depth (in): Width (in): Not Physically Located Easting:788,361 Northing:469,034 Longitude:-88.55564 Latitude:44.00618 County Coordinates:Latitude/Longitude:Mapping Precison: Desktop mapping estimate Dimensions City ID: N/A Non-Priority Non-Major Outfall NR 216 Class: Inspection Date:7/19/2023 12:38:05 PM Inspector:JCW o20230719112216.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall partially submerged - screened upstream at 13-4082 US1. Riprap on apron. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):7 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Severe Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 1Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 13-4082 US1 City of Oshkosh o20230719112514.JPG Outfall Notes: Upstream yard drain located approx 70 ft S of outfall 13-4082. Intermediate area consists of open space and trail in park. Location Map Supplemental - Alternate Location Discharge Location: Downstream Outfall Structure Type: Inlet/Catchbasin Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:788,365 Northing:468,964 Longitude:-88.55562 Latitude:44.00599 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A NR 216 Class: Inspection Date:7/19/2023 12:39:53 PM Inspector:JCW o20230719112518.JPG Previous Rainfall (hrs):72+ Flow Description:None Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Sediment on bottom of catchbasin wet, but no collectable sample at time of inspection. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:Minor Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in):1 Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:Slight Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 1Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 13-4084 City of Oshkosh o20230719121034.JPG Outfall Notes: Storm sewer from Ohio St discharges to South Park Pond from east. Location Map Minor Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: RCP Diameter (in):24 Height/Depth (in): Width (in): Not Physically Located Easting:789,061 Northing:469,367 Longitude:-88.55298 Latitude:44.00710 County Coordinates:Latitude/Longitude:Mapping Precison: Desktop mapping estimate Dimensions City ID: N/A Non-Priority Non-Major Outfall NR 216 Class: Inspection Date:7/19/2023 1:26:46 PM Inspector:JCW o20230719121054.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall partially submerged - screened upstream at 13-4084 US1. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):11 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Moderate Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:Moderate Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 13-4084 City of Oshkosh Inspection Date:6/13/2012 10:24:40 AM o20120613092740.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Tops of pipes missing or cut off. Outfall pipes fully submerged; screened upstream at 13-95 US1. units Temperature --° F Graffiti:None Damage:Moderate Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2012 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 13-4084 US1 City of Oshkosh o20230719121438.JPG Outfall Notes: Upstream manhole located approx 132 ft SE of outfall 13-4084. Intermediate area consists of park space and trail. Location Map Supplemental - Alternate Location Discharge Location: Downstream Outfall Structure Type: Manhole Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:789,149 Northing:469,272 Longitude:-88.55264 Latitude:44.00684 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 13-4084 NR 216 Class: Inspection Date:7/19/2023 1:29:07 PM Inspector:JCW o20230719121446.JPG Previous Rainfall (hrs):72+ Flow Description:None Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Sediment in catchbasin wet, but no collectable sample during screening. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:Minor Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in):1 Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 1Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 13-471 City of Oshkosh o20230809113050.JPG Outfall Notes: Storm sewer from 9th Ave discharges to stream north of road. Upstream manhole not accessible. Location Map Major Outfall Discharge Location: Downstream Outfall Structure Type: Closed Pipe Outfall Shape: Pipe - Elliptical Material: RCP Diameter (in): Height/Depth (in):48 Width (in):76 Not Physically Located Easting:783,680 Northing:470,709 Longitude:-88.57343 Latitude:44.01077 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Priority Outfall NR 216 Class: Inspection Date:8/9/2023 12:32:43 PM Inspector:JCW o20230809113102.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Sample ID:230809-10 Time Collected:12:33 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):8.30 Detergents:0 ppm ppm mg/L Notes:Sample collected from concentrated flow immediately downstream from outfall. Downstream channel erosion. units Temperature (field):81 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:Moderate Deposition:Moderate Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in):12 Depth (in):32 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Moderate Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Partially Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):554 µS/cm 2023 Page 1 of 4Checked by:JCW - 12/11/2023 © 2024 Westwood Professional Services 13-471 City of Oshkosh Inspection Date:8/22/2022 9:59:00 AM o20220822095708.JPG Previous Rainfall (hrs):72+Flow:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.78 Detergents:0.3 ppm ppm mg/L Sample collected from submerged flow at end of pipe. Detergent and slightly elevated ammonia in sample. units Temperature 71 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):24 Vegetation:None Benthic Growth:None Stains:Slight Ammonia:0.25 ppm Sampling Results Submerged:Partially Sample Location:Flow Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:Slight Conductivity:476 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/23/2021 3:10:59 PM o20210823151038.JPG Previous Rainfall (hrs):72+Flow:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.81 Detergents:1 ppm ppm mg/L Severe channel erosion downstream of pipe. Sample collected from submerged flow. Detergent detected in sample. units Temperature 79 ° F Graffiti:None Damage:None Erosion:Severe Deposition:None Depth (in):17 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Flow Illicit Discharge Potential:Potential Gross Solids:Slight Non-illicit:None Conductivity:1140 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:10/28/2020 4:23:00 PM o20201028162329.jpg Previous Rainfall (hrs):72+Flow:Submerged, slight flow Odor:None Color:None Turbidity:Slight cloudiness Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:0 ppm ppm mg/L Detergent follow-up. Sample collected from pipe flow. Water was cloudy. units Temperature --° F Graffiti:None Damage:None Erosion:Moderate Deposition:Moderate 12 Depth (in):28 Vegetation:None Benthic Growth:Moderate Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Repeat NotesInspector:QAL 2020 Inspection Date:8/20/2020 12:09:18 PM o20200820121004.JPG Previous Rainfall (hrs):72+Flow:Submerged, no flow Odor:None Color:None Turbidity:None Floatables:Moderate Total Chlorine:0 Free Chlorine:0 pH:7.76 Detergents:0.6 ppm ppm mg/L No flow appears to be leaving pool at end of outfall. Sample collected from pool -detergent detected. units Temperature 81 ° F Graffiti:None Damage:None Erosion:Moderate Deposition:Moderate 12 Depth (in):24 Vegetation:None Benthic Growth:Moderate Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:453 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Page 2 of 4Checked by:JCW - 12/11/2023 © 2024 Westwood Professional Services 13-471 City of Oshkosh Inspection Date:11/5/2019 2:27:14 PM o20191105142746.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:8.18 Detergents:0.8 ppm ppm mg/L Follow-up inspection for sampling - limited screening conducted. pH in normal range; detergent detected. units Temperature 45 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):20 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:680 µS/cm in. Condition Assessment Type:Repeat NotesInspector:JCW 2019 Inspection Date:9/18/2019 3:16:56 PM o20190918141444.JPG Previous Rainfall (hrs):72+Flow:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:9.27 Detergents:0 ppm ppm mg/L Downstream bank erosion. Sample collected from submerged flow in pipe. High pH detected. units Temperature 77 ° F Graffiti:None Damage:None Erosion:Severe Deposition:None Depth (in):20 Vegetation:None Benthic Growth:Moderate Stains:Slight Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Flow Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:368 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Inspection Date:10/26/2018 1:26:25 PM o20181025093132.JPG Previous Rainfall (hrs):72+Flow:Submerged, significant flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.18 Detergents:0.4 ppm ppm mg/L Detergent detection follow-up. Limited screening conducted beyond sampling. units Temperature 54 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):26 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Flow Illicit Discharge Potential:Potential Gross Solids:Slight Non-illicit:None Conductivity:1183 µS/cm in. Condition Assessment Type:Repeat NotesInspector:KMK 2018 Inspection Date:10/25/2018 9:33:47 AM o20181025093132.JPG Previous Rainfall (hrs):72+Flow:Submerged, significant flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.16 Detergents:0.5 ppm ppm mg/L Downstream bank erosion. Sample collected from submerged flow in pipe. Detergent detected. units Temperature 51 ° F Graffiti:None Damage:None Erosion:Moderate Deposition:None Depth (in):26 Vegetation:None Benthic Growth:Moderate Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Flow Illicit Discharge Potential:Potential Gross Solids:Slight Non-illicit:None Conductivity:1209 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Page 3 of 4Checked by:JCW - 12/11/2023 © 2024 Westwood Professional Services 13-471 City of Oshkosh Inspection Date:6/13/2012 12:53:24 PM o20120613115412.JPG Previous Rainfall (hrs):72+Flow:Submerged, no flow Odor:None Color:None Turbidity:Slight cloudiness Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.91 Detergents:0 ppm ppm mg/L No flow leaving pool on apron. Downstream cannel dry. Sample collected from apron pool. units Temperature 74 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):19 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:1579 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2012 Inspection Date:9/4/2009 Osh09_DSCN6503.JPG Previous Rainfall (hrs):72+Flow:Submerged, slight flow Odor:None Color:None Turbidity:Slight cloudiness Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.38 Detergents:0 ppm ppm mg/L units Temperature 66 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):38 Vegetation: Benthic Growth:Slight Stains: Ammonia:--ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 4 of 4Checked by:JCW - 12/11/2023 © 2024 Westwood Professional Services 14-1007 City of Oshkosh o20230719081442.JPG Outfall Notes: Oregon St storm sewer discharges to east CTH I ditch. Location Map Major Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Elliptical Material: RCP Diameter (in): Height/Depth (in):29 Width (in):45 Not Physically Located Easting:791,734 Northing:457,009 Longitude:-88.54279 Latitude:43.97320 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Non-Priority Major Outfall NR 216 Class: Inspection Date:7/19/2023 9:30:36 AM Inspector:JCW o20230719081446.JPG Previous Rainfall (hrs):72+ Flow Description:None Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Pipe dry at time of inspection. Sediment on apron, but pipe clear. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:Minor Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in):2 Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:Moderate Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:Slight Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-1007 City of Oshkosh Inspection Date:10/18/2017 2:05:41 PM o20171018140212.JPG Previous Rainfall (hrs):72+Flow:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.61 Detergents:0 ppm ppm mg/L Sample collected from submerged flow at end of pipe. units Temperature 68 ° F Graffiti:None Damage:None Erosion:None Deposition:Minor 2 Depth (in):2 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:341 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:7/17/2013 11:41:00 AM o20130717104110.JPG Previous Rainfall (hrs):72+Flow:None Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Apron sediment wet, but no collectable flow at time of inspection. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:Minor 5 Depth (in): Vegetation:None Benthic Growth:Slight Stains:Slight Ammonia:--ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2013 Inspection Date:9/4/2009 Osh09_DSCN6525.JPG Previous Rainfall (hrs):72+Flow:None Odor: Color: Turbidity: Floatables: Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Garbage inside pipe. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:1 Depth (in):0 Vegetation: Benthic Growth: Stains: Ammonia:--ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids: Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-1218 City of Oshkosh o20230719074232.JPG Outfall Notes: Ripple Ave curb inlets discharge to swale on south side of road. Location Map Minor Outfall Discharge Location: Adjacent Municipality Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: HDPE Diameter (in):12 Height/Depth (in): Width (in): Not Physically Located Easting:791,509 Northing:454,438 Longitude:-88.54364 Latitude:43.96615 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Non-Priority Non-Major Outfall NR 216 Class: Inspection Date:7/19/2023 8:54:00 AM Inspector:JCW o20230719074240.JPG Previous Rainfall (hrs):72+ Flow Description:None Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Pipe buried in sediment and vegetation. Pipe dry at time of inspection. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:Moderate Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in):5 Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-1218 City of Oshkosh Inspection Date:7/17/2013 10:50:03 AM o20130717095634.JPG Previous Rainfall (hrs):72+Flow:None Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Apron blocked with dirt and grass. Pipe dry at time of inspection. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:Severe 12 Depth (in): Vegetation:None Benthic Growth:None Stains:Slight Ammonia:--ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2013 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-1220 City of Oshkosh o20230719074508.JPG Outfall Notes: Catchbasins from south ditch of Ripple Ave discharge to swale on south side of road. Location Map Minor Outfall Discharge Location: Adjacent Municipality Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: HDPE Diameter (in):12 Height/Depth (in): Width (in): Not Physically Located Easting:791,356 Northing:454,446 Longitude:-88.54422 Latitude:43.96617 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Non-Priority Non-Major Outfall NR 216 Class: Inspection Date:7/19/2023 9:00:45 AM Inspector:JCW o20230719074516.JPG Previous Rainfall (hrs):72+ Flow Description:None Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Pipe dry at time of inspection. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:Minor Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in):1 Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-1220 City of Oshkosh Inspection Date:7/17/2013 10:54:12 AM Previous Rainfall (hrs):72+Flow:None Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Pipe dry at time of inspection. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2013 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-1222 City of Oshkosh o20230719073246.JPG Outfall Notes: Ripple Ave storm sewer discharges to swale from east. Location Map Supplemental Outfall Discharge Location: Downstream Outfall Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: HDPE Diameter (in):12 Height/Depth (in): Width (in): Not Physically Located Easting:790,640 Northing:454,512 Longitude:-88.54694 Latitude:43.96635 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Non-Priority Non-Major Outfall NR 216 Class: Inspection Date:7/19/2023 8:49:12 AM Inspector:JCW o20230719073250.JPG Previous Rainfall (hrs):72+ Flow Description:None Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Scour hole at end of pipe. Receiving channel higher than crown of pipe. Sediment in pipe wet, but no collectable flow at time of inspection. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:Severe Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in):7 Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-1222 City of Oshkosh Inspection Date:7/17/2013 11:09:19 AM o20130717101438.JPG Previous Rainfall (hrs):72+Flow:None Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Pipe dry at time of inspection. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:Minor 2 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2013 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-1229 City of Oshkosh o20230719072628.JPG Outfall Notes: Ripple Ave storm sewer discharges to swale from west. (Formerly 14-1227.) Location Map Supplemental Outfall Discharge Location: Downstream Outfall Structure Type: Inlet/Catchbasin Shape: Pipe - Elliptical Material: RCP Diameter (in): Height/Depth (in):24 Width (in):38 Not Physically Located Easting:790,620 Northing:454,512 Longitude:-88.54702 Latitude:43.96635 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Non-Priority Non-Major Outfall NR 216 Class: Inspection Date:7/19/2023 8:40:47 AM Inspector:JCW o20230719072634.JPG Previous Rainfall (hrs):72+ Flow Description:None Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Pipe dry at time of inspection. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-1229 City of Oshkosh Inspection Date:7/17/2013 11:05:51 AM o20130717100914.JPG Previous Rainfall (hrs):72+Flow:None Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Pipe dry at time of inspection. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:Slight Stains:Slight Ammonia:--ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2013 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-1772 City of Oshkosh o20230719071218.JPG Outfall Notes: Storm sewer from Aeroinnovate Way discharges to SE corner of detention basin. Location Map Supplemental Outfall Discharge Location: MS4 Stormwater Facility Structure Type: Pond Inlet Shape: Pipe - Elliptical Material: RCP Diameter (in): Height/Depth (in):38 Width (in):60 Not Physically Located Easting:790,202 Northing:454,029 Longitude:-88.54860 Latitude:43.96502 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Non-Priority Non-Major Outfall NR 216 Class: Inspection Date:7/19/2023 8:28:07 AM Inspector:JCW o20230719071230.JPG Previous Rainfall (hrs):72+ Flow Description:None Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Pipe dry at time of inspection. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:Moderate Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:Slight Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 1Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-1779 City of Oshkosh o20230719070742.JPG Outfall Notes: Storm sewer from Aeroinnovate Way discharges to NW corner of detention basin. Location Map Supplemental Outfall Discharge Location: MS4 Stormwater Facility Structure Type: Pond Inlet Shape: Pipe - Elliptical Material: RCP Diameter (in): Height/Depth (in):34 Width (in):53 Not Physically Located Easting:789,854 Northing:454,296 Longitude:-88.54993 Latitude:43.96576 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Non-Priority Non-Major Outfall NR 216 Class: Inspection Date:7/19/2023 8:21:17 AM Inspector:JCW o20230719070754.JPG Previous Rainfall (hrs):72+ Flow Description:None Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Pipe dry at time of inspection. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:Slight Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:Slight Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 1Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-1959 City of Oshkosh o20230719084528.JPG Outfall Notes: Storm sewer from W Waukau Ave discharges to stream from west. Replaces outfall 14-676 (2019). Location Map Major Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: RCP Diameter (in):36 Height/Depth (in): Width (in): Not Physically Located Easting:791,603 Northing:459,941 Longitude:-88.54330 Latitude:43.98124 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Non-Priority Major Outfall NR 216 Class: Inspection Date:7/19/2023 10:01:23 AM Inspector:JCW o20230719084540.JPG Previous Rainfall (hrs):72+ Flow Description:None Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Pipe dry at time of inspection. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Slight Green Brown Stains:Moderate Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-1959 City of Oshkosh Inspection Date:10/18/2017 1:25:59 PM o20171018132244.JPG Previous Rainfall (hrs):72+Flow:None Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Pipe dry at time of inspection. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:7/17/2013 12:56:41 PM o20130717120006.JPG Previous Rainfall (hrs):72+Flow:Moderate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.11 Detergents:0 ppm ppm mg/L Fine light color silt settled on culvert and rocks at base of outfall. units Temperature 72 ° F Graffiti:None Damage:Moderate Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:Moderate Ammonia:0.5 ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:Slight Conductivity:947 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2013 Inspection Date:6/20/2012 12:29:02 PM o20120620112732.JPG Previous Rainfall (hrs):24-48Flow:None Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L 2011 suds (natural) follow-up. Pipe wet but no flow at outfall. units Temperature --° F Graffiti:None Damage:Minor Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:Slight Ammonia:--ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2012 Inspection Date:10/6/2011 3:04:00 PM o20111006150702.JPG Previous Rainfall (hrs):72+Flow:Moderate Odor:None Color:None Turbidity:None Floatables:Moderate Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Persistent suds still present in mixing zone and downstream. units Temperature --° F Graffiti:None Damage:Moderate Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:Moderate Ammonia:--ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2011 Page 2 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-1959 City of Oshkosh Inspection Date:5/26/2011 12:58:00 PM o20110526124526.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Limited screening conducted to check for suds. Slight suds - all coming from upstream of culvert. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):2 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2011 Inspection Date:8/26/2010 1:00:18 PM o20100826123758.JPG Previous Rainfall (hrs):72+Flow:Moderate Odor:None Color:None Turbidity:None Floatables:Moderate Total Chlorine:0 Free Chlorine:0 pH:8.52 Detergents:0 ppm ppm mg/L Sample consists of sheen skimmed from surface of downstream pool. units Temperature 76 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:Moderate Ammonia:0 ppm Sampling Results Submerged:None Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2010 Inspection Date:8/26/2010 12:58:18 PM o20100826123658.JPG Previous Rainfall (hrs):72+Flow:Moderate Odor:None Color:None Turbidity:None Floatables:Moderate Total Chlorine:0 Free Chlorine:0 pH:8.3 Detergents:0 ppm ppm mg/L Persistent suds and gel-like sheen downstream units Temperature 78 ° F Graffiti:None Damage:Moderate Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:Moderate Ammonia:0 ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Inspection Date:9/4/2009 Osh09_DSCN6538.JPG Previous Rainfall (hrs):72+Flow:Moderate Odor:None Color:None Turbidity:None Floatables:Moderate Total Chlorine:0 Free Chlorine:0 pH:8.32 Detergents:0 ppm ppm mg/L Sample 09090411 collected from pool (suds). No detergent detected. units Temperature 78 ° F Graffiti:None Damage:Minor Erosion:None Deposition:None 0 Depth (in):0 Vegetation:None Benthic Growth:None Stains:Moderate Ammonia:--ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 3 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-2032 City of Oshkosh o20230719092212.JPG Outfall Notes: Storm sewer from W 28th Ave discharges to stream from west. Replaces outfall 14-582 (2020). Location Map Major Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Elliptical Material: RCP Diameter (in): Height/Depth (in):34 Width (in):53 Not Physically Located Easting:793,253 Northing:462,011 Longitude:-88.53703 Latitude:43.98692 County Coordinates:Latitude/Longitude:Mapping Precison: Desktop mapping estimate Dimensions City ID: 14-2032 Priority Outfall NR 216 Class: Inspection Date:7/19/2023 10:40:45 AM Inspector:JCW o20230719092308.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall partially submerged - screened upstream at 14-2032 US1. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):12 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Moderate Green Brown Stains:Moderate Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-2032 City of Oshkosh Inspection Date:8/18/2022 2:59:00 PM o20220818145708.JPG Previous Rainfall (hrs):72+Flow:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:Moderate Total Chlorine:0 Free Chlorine:0 pH:5.8 Detergents:0 ppm ppm mg/L Sample collected from submerged flow at end of pipe. Low pH reading due to probe malfunction. Retested 7.3. units Temperature 81 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):16 Vegetation:None Benthic Growth:None Stains:Slight Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:1358 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/16/2021 12:35:00 PM o20210816123040.JPG Previous Rainfall (hrs):72+Flow:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.37 Detergents:0 ppm ppm mg/L New HECP. Sample collected from submerged flow in pipe. units Temperature 78 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):17 Vegetation:None Benthic Growth:Moderate Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:991 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-2032 US1 City of Oshkosh o20230719092650.JPG Outfall Notes: Upstream manhole located approx 27 ft WNW of outfall 14-2032 (formerly 14-582). Intermediate area consists of street right-of-way. Reconstructed 2020. Formerly 14-582 US1. Location Map Major Outfall - Alternate Location Discharge Location: Downstream Outfall Structure Type: Manhole Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:793,221 Northing:462,023 Longitude:-88.53715 Latitude:43.98696 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 14-582 NR 216 Class: Inspection Date:7/19/2023 10:43:46 AM Inspector:JCW o20230719092658.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID:230719-37 Time Collected:10:26 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):7.69 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged pool in manhole. units Temperature (field):74 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):9 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):1568 µS/cm 2023 Page 1 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-2032 US1 City of Oshkosh Inspection Date:9/24/2020 9:17:59 AM o20200924092200.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.81 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 66 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):9 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:1112 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:QAL 2020 Inspection Date:11/5/2019 12:51:44 PM o20191105125154.JPG Previous Rainfall (hrs):48-72Flow:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:0.6 ppm ppm mg/L Follow-up inspection for sampling - limited screening conducted. Detergent detected. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):3 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location:Flow Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Repeat NotesInspector:JCW 2019 Inspection Date:10/8/2019 7:30:00 AM Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.4 Detergents:0.9 ppm ppm mg/L Sample collected from submerged pool in manhole. Detergent detected. units Temperature 53 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):10 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:1715 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Inspection Date:10/22/2018 12:42:16 PM o20181022123926.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.03 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 58 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):9 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:1580 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Page 2 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-2032 US1 City of Oshkosh Inspection Date:10/18/2017 1:06:00 PM o20171018130134.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.52 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 67 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):3 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:1945 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/19/2016 12:54:50 PM o20161019125222.JPG Previous Rainfall (hrs):72+Flow:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.65 Detergents:0 ppm ppm mg/L units Temperature 65 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):4 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:1620 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:9/24/2015 12:40:02 PM o20150924114134.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.38 Detergents:0 ppm ppm mg/L units Temperature 72 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):7 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:780 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Inspection Date:10/7/2014 1:11:52 PM o20141007120930.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.73 Detergents:0 ppm ppm mg/L No flow at 14-582 US7 (Hydrite lateral). units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):2 Vegetation:None Benthic Growth:None Stains:Slight Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:1481 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2014 Page 3 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-2032 US1 City of Oshkosh Inspection Date:7/31/2013 10:27:12 AM o20130731093036.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:Slight Total Chlorine:0 Free Chlorine:0 pH:7.52 Detergents:0 ppm ppm mg/L units Temperature 72 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):5 Vegetation:None Benthic Growth:None Stains:Slight Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:1403 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2013 Page 4 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-595 City of Oshkosh o20230719083024.JPG Outfall Notes: 33rd Ave storm sewer discharges to stream from west. Location Map Major Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Elliptical Material: RCP Diameter (in): Height/Depth (in):22 Width (in):38 Not Physically Located Easting:791,162 Northing:458,732 Longitude:-88.54497 Latitude:43.97793 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Non-Priority Major Outfall NR 216 Class: Inspection Date:7/19/2023 9:47:05 AM Inspector:JCW o20230719083050.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Sample ID:230719-84 Time Collected:09:30 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):8.20 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged flow inside pipe. units Temperature (field):74 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):4 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Moderate Green Brown Stains:Slight Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Partially Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):1501 µS/cm 2023 Page 1 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-595 City of Oshkosh Inspection Date:10/19/2017 12:32:13 PM o20171019123026.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.71 Detergents:0 ppm ppm mg/L Upstream location inside locked fence surrounding detention basin. Sample collected from submerged pool at end of pipe. units Temperature 62 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):8 Vegetation:None Benthic Growth:Moderate Stains:Slight Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:629 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/7/2014 12:52:01 PM o20141007115328.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged - screened upstream at 14-595 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):6 Vegetation:None Benthic Growth:Slight Stains:Slight Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2014 Inspection Date:7/17/2013 11:58:51 AM o20130717110248.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged. Outfall screened upstream at 14-595 US3. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):5 Vegetation:None Benthic Growth:Slight Stains:Moderate Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2013 Inspection Date:8/26/2010 Previous Rainfall (hrs):72+Flow: Odor: Color: Turbidity: Floatables: Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Actual outfall not screened. Oil observed in 14-595 US3 in 2009 - only upstream manhole re-screened. units Temperature --° F Graffiti: Damage: Erosion: Deposition: Depth (in): Vegetation: Benthic Growth: Stains: Ammonia:--ppm Sampling Results Submerged: Sample Location: Illicit Discharge Potential:Unlikely Gross Solids: Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Page 2 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-595 City of Oshkosh Inspection Date:9/4/2009 Osh09_DSCN6531.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor: Color: Turbidity: Floatables: Total Chlorine:0 Free Chlorine:0 pH:7.57 Detergents:0 ppm ppm mg/L units Temperature 71 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):7 Vegetation: Benthic Growth:Slight Stains: Ammonia:--ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids: Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 3 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-635 City of Oshkosh o20230719075332.JPG Outfall Notes: 35th Ave storm sewer discharges into west culvert. Location approximate - GPS not available in culvert. Location Map Major Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: CMP Diameter (in):24 Height/Depth (in): Width (in): Not Physically Located Easting:790,346 Northing:457,123 Longitude:-88.54807 Latitude:43.97351 County Coordinates:Latitude/Longitude:Mapping Precison: Desktop mapping estimate Dimensions City ID: N/A Non-Priority Major Outfall NR 216 Class: Inspection Date:7/19/2023 9:09:21 AM Inspector:JCW o20230719075348.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall partially submerged - screened upstream at 14-635 US1. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):2 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:Moderate Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-635 City of Oshkosh Inspection Date:10/18/2017 1:52:07 PM o20171018134816.JPG Previous Rainfall (hrs):72+Flow:Submerged, no flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.64 Detergents:0 ppm ppm mg/L Upstream catchbasin dry - sample collected from submerged pool at end of pipe. units Temperature 67 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):5 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:520 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:7/17/2013 11:22:01 AM o20130717102554.JPG Previous Rainfall (hrs):72+Flow:Trickle Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.6 Detergents:0 ppm ppm mg/L units Temperature 71 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:Slight Ammonia:1 ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:729 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2013 Inspection Date:9/4/2009 Osh09_DSCN6528.JPG Previous Rainfall (hrs):72+Flow:None Odor: Color: Turbidity: Floatables: Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Water standing in pipe ribs - no flow. Black lining of pipe peeling. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):0 Vegetation: Benthic Growth: Stains: Ammonia:--ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids: Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-635 US1 City of Oshkosh o20230719075626.JPG Outfall Notes: Upstream curb inlet located approx 183 ft W of outfall 14-636. Intermediate area consists of street right-of-way. Location Map Minor Outfall - Alternate Location Discharge Location: Downstream Outfall Structure Type: Inlet/Catchbasin Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:790,163 Northing:457,119 Longitude:-88.54876 Latitude:43.97350 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 14-669 NR 216 Class: Inspection Date:7/19/2023 9:13:02 AM Inspector:JCW o20230719075634.JPG Previous Rainfall (hrs):72+ Flow Description:None Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Catchbasin dry at time of inspection. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 1Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-644 City of Oshkosh o20230719084940.JPG Outfall Notes: Oregon St storm sewer discharges to stream from south. Changed from 36" RCP to 42" RCP discharging through south culvert wall prior to 2023. Location Map Major Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: RCP Diameter (in):42 Height/Depth (in): Width (in): Not Physically Located Easting:791,780 Northing:459,987 Longitude:-88.54262 Latitude:43.98137 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Non-Priority Major Outfall NR 216 Class: Inspection Date:7/19/2023 10:05:55 AM Inspector:JCW o20230719084954.JPG Previous Rainfall (hrs):72+ Flow Description:None Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Pipe dry at time of inspection. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-644 City of Oshkosh Inspection Date:10/18/2017 1:29:55 PM o20171018132644.JPG Previous Rainfall (hrs):72+Flow:None Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Pipe dry at time of inspection. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:Slight Ammonia:--ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:7/17/2013 1:07:42 PM o20130717121116.JPG Previous Rainfall (hrs):72+Flow:None Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Pipe wet but no collectable flow at time of inspection. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2013 Inspection Date:9/4/2009 Osh09_DSCN6544.JPG Previous Rainfall (hrs):72+Flow:None Odor: Color: Turbidity: Floatables: Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):0 Vegetation: Benthic Growth: Stains: Ammonia:--ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids: Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-645 City of Oshkosh o20230719085644.JPG Outfall Notes: Oregon St. storm sewer discharges to stream from north. Changed from 24" RCP to 24x38" RCP discharging through north side of box culvert prior to 2023. Location Map Major Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Elliptical Material: RCP Diameter (in): Height/Depth (in):24 Width (in):38 Not Physically Located Easting:791,831 Northing:460,025 Longitude:-88.54243 Latitude:43.98147 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Non-Priority Major Outfall NR 216 Class: Inspection Date:7/19/2023 10:13:06 AM Inspector:JCW o20230719085658.JPG Previous Rainfall (hrs):72+ Flow Description:None Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Pipe dry at time of inspection. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:Slight Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-645 City of Oshkosh Inspection Date:10/18/2017 1:32:37 PM o20171018132924.JPG Previous Rainfall (hrs):72+Flow:Submerged, no flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Pipe was dry approx 10 ft from end of pipe - no sample collected (from stream). Apron displaced 4". units Temperature --° F Graffiti:None Damage:Minor Erosion:None Deposition:None Depth (in):0.5 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:7/17/2013 1:12:46 PM o20130717121624.JPG Previous Rainfall (hrs):72+Flow:None Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Pipe wet, but no flow leaving apron. Apron displaced 4". units Temperature --° F Graffiti:None Damage:Minor Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:Slight Stains:Slight Ammonia:--ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2013 Inspection Date:9/4/2009 Osh09_DSCN6547.JPG Previous Rainfall (hrs):72+Flow:None Odor: Color: Turbidity: Floatables: Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Wet, no flow. units Temperature --° F Graffiti:None Damage:Minor Erosion:None Deposition:None 0 Depth (in):0 Vegetation: Benthic Growth: Stains: Ammonia:--ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids: Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-670 City of Oshkosh o20230719081228.JPG Outfall Notes: 35th Ave storm sewer discharges to east CTH I ditch from west. Location Map Major Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: RCP Diameter (in):15 Height/Depth (in): Width (in): Not Physically Located Easting:791,726 Northing:457,027 Longitude:-88.54282 Latitude:43.97325 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Non-Priority Major Outfall NR 216 Class: Inspection Date:7/19/2023 9:27:11 AM Inspector:JCW o20230719081236.JPG Previous Rainfall (hrs):72+ Flow Description:None Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Pipe dry at time of inspection. Minor sediment and vegetative debris inside pipe. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:Minor Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in):1 Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:Slight Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-670 City of Oshkosh Inspection Date:10/18/2017 2:02:42 PM o20171018135940.JPG Previous Rainfall (hrs):72+Flow:None Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Sediment in pipe wet, but no collectable flow at time of inspection. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:Moderate 3 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:7/17/2013 11:32:29 AM o20130717103632.JPG Previous Rainfall (hrs):72+Flow:None Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Apron sediment wet, but no collectable flow at time of inspection. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:Moderate 4 Depth (in): Vegetation:None Benthic Growth:Slight Stains:Slight Ammonia:--ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2013 Inspection Date:9/4/2009 Osh09_DSCN6521.JPG Previous Rainfall (hrs):72+Flow:None Odor: Color: Turbidity: Floatables: Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Standing water inside pipe due to sediment at end - no flow leaving pool. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:4 Depth (in):0 Vegetation: Benthic Growth: Stains: Ammonia:--ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids: Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-766 City of Oshkosh o20230719090212.JPG Outfall Notes: Waukau Ave storm sewer discharges to railroad right-of-way from east. Location Map Major Outfall Discharge Location: Adjacent Municipality Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: CMP Diameter (in):30 Height/Depth (in): Width (in): Not Physically Located Easting:792,571 Northing:459,952 Longitude:-88.53962 Latitude:43.98128 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Non-Priority Major Outfall NR 216 Class: Inspection Date:7/19/2023 10:17:55 AM Inspector:JCW o20230719090216.JPG Previous Rainfall (hrs):72+ Flow Description:None Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Pipe and sediment dry at time of inspection. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:Moderate Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in):14 Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Slight Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-766 City of Oshkosh Inspection Date:10/18/2017 1:15:47 PM o20171018131222.JPG Previous Rainfall (hrs):72+Flow:None Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Sediment inside pipe wet, but no collectable flow at time of inspection. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:Moderate 11 Depth (in): Vegetation:None Benthic Growth:Slight Stains:None Ammonia:--ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:7/17/2013 1:30:26 PM o20130717123414.JPG Previous Rainfall (hrs):72+Flow:None Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Sediment wet, but no collectable flow at time of inspection. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:Moderate 10 Depth (in): Vegetation:None Benthic Growth:Slight Stains:Slight Ammonia:--ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2013 Inspection Date:9/4/2009 Osh09_DSCN6550.JPG Previous Rainfall (hrs):72+Flow:Submerged, no flow Odor: Color: Turbidity: Floatables: Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Pool at end of pipe - no flow leaving pool. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:9 Depth (in):11 Vegetation: Benthic Growth:Slight Stains: Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids: Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-996 City of Oshkosh o20171019120112.JPG Outfall Notes: Hughes St storm sewer discharges to stream from west. Inside Oshkosh Corporation security fence. Location Map Major Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: RCP Diameter (in):48 Height/Depth (in): Width (in): Not Physically Located Easting:791,156 Northing:462,711 Longitude:-88.54500 Latitude:43.98884 County Coordinates:Latitude/Longitude:Mapping Precison: Dimensions City ID: N/A Non-Priority Major Outfall NR 216 Class: Inspection Date:7/19/2023 9:45:00 AM Inspector:JCW o20230719094518.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall inaccessible inside secured Oshkosh Corporation testing facility. Screened upstream at 14-996 US1. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:None Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-996 City of Oshkosh Inspection Date:10/19/2017 12:02:52 PM o20171019120120.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.48 Detergents:0 ppm ppm mg/L Upstream inlet dry - sample collected from submerged pool at end of pipe. 4" joint displacement. units Temperature 61 ° F Graffiti:None Damage:Moderate Erosion:None Deposition:None Depth (in):1 Vegetation:None Benthic Growth:Slight Stains:Slight Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:740 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:7/31/2013 7:06:55 AM Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Inside locked security fence. Screened upstream at 14-996 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2013 Inspection Date:9/4/2009 Osh09_DSCN6564.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor: Color: Turbidity: Floatables: Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):5 Vegetation: Benthic Growth:Slight Stains: Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids: Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-996 US1 City of Oshkosh o20230719094524.JPG Outfall Notes: Upstream curb inlet located approx 139 ft NW of outfall 14-996. Intermediate area consists of open space and wooded area. Location Map Major Outfall - Alternate Location Discharge Location: Downstream Outfall Structure Type: Inlet/Catchbasin Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:791,046 Northing:462,797 Longitude:-88.54542 Latitude:43.98908 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 14-996 NR 216 Class: Inspection Date:7/19/2023 11:03:21 AM Inspector:JCW o20230719094606.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:Faint Color:None Turbidity:None Floatables:Moderate Sample ID:230719-63 Time Collected:10:46 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):7.47 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged pool in manhole had elevated ammonia. Initial tracking showed potential source west of road. units Temperature (field):75 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):5 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):3 ppm Sampling Results Physical Condition Assessment Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):750 µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-996 US1 City of Oshkosh Inspection Date:7/31/2013 7:13:15 AM o20130731061500.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:Faint Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.67 Detergents:0 ppm ppm mg/L units Temperature 71 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):5 Vegetation:None Benthic Growth:None Stains:Slight Ammonia:0.5 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:431 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2013 Inspection Date:9/4/2009 Osh09_DSCN6567.JPG Previous Rainfall (hrs):72+Flow:Moderate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.63 Detergents:0 ppm ppm mg/L units Temperature 82 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):0 Vegetation: Benthic Growth: Stains: Ammonia:--ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-999 City of Oshkosh o20230719095620.JPG Outfall Notes: Hughes St storm sewer discharges to stream from north. Location Map Major Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: RCP Diameter (in):48 Height/Depth (in): Width (in): Not Physically Located Easting:791,411 Northing:462,824 Longitude:-88.54403 Latitude:43.98915 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Priority Outfall NR 216 Class: Inspection Date:7/19/2023 11:12:45 AM Inspector:JCW o20230719095626.JPG Previous Rainfall (hrs):72+ Flow Description:None Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Pipe dry at time of inspection. Sediment and rocks in pipe. 3" joint displacement. Downed trees at end of pipe. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:Minor Erosion:None Deposition:Minor Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in):1 Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Slight Green Brown Stains:Moderate Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-999 City of Oshkosh Inspection Date:8/18/2022 3:24:00 PM o20220818152328.JPG Previous Rainfall (hrs):72+Flow:None Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Pipe dry at time of inspection. Dry sediment inside pipe. 3" joint displacement. units Temperature --° F Graffiti:None Damage:Minor Erosion:None Deposition:Minor 3 Depth (in): Vegetation:None Benthic Growth:None Stains:Slight Ammonia:--ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/16/2021 12:54:23 PM o20210816124938.JPG Previous Rainfall (hrs):72+Flow:None Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Pipe wet, but no collectable flow at time of inspection. 3" joint displacement. Downed trees blocking stream channel. units Temperature --° F Graffiti:None Damage:Minor Erosion:None Deposition:Minor 1 Depth (in): Vegetation:None Benthic Growth:Slight Stains:None Ammonia:--ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:9/24/2020 9:32:24 AM o20200924093736.JPG Previous Rainfall (hrs):72+Flow:None Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Sediment damp, but no flow at time of inspection. 4" joint displacement. units Temperature --° F Graffiti:None Damage:Minor Erosion:None Deposition:Minor 4 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:QAL 2020 Inspection Date:11/5/2019 12:33:00 PM o20191105123320.JPG Previous Rainfall (hrs):48-72Flow:Submerged, significant flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:0 ppm ppm mg/L Follow-up inspection for sampling - limited screening conducted. No detergent in follow-up sample. units Temperature --° F Graffiti:None Damage:Minor Erosion:None Deposition:Minor 1 Depth (in):5 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Repeat NotesInspector:JCW 2019 Page 2 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-999 City of Oshkosh Inspection Date:10/8/2019 7:44:51 AM o20191008064438.JPG Previous Rainfall (hrs):48-72Flow:Submerged, significant flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.85 Detergents:1 ppm ppm mg/L Sample collected from submerged flow at end of pipe. 2" joint displacement. Detergent detected. units Temperature 51 ° F Graffiti:None Damage:Minor Erosion:None Deposition:Minor 1 Depth (in):5 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Flow Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:741 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Inspection Date:10/22/2018 1:04:11 PM o20181022130156.JPG Previous Rainfall (hrs):48-72Flow:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.62 Detergents:0 ppm ppm mg/L Sample collected from submerged flow at end of pipe. 4" joint displacement. units Temperature 57 ° F Graffiti:None Damage:Moderate Erosion:None Deposition:Minor 1 Depth (in):3 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:811 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/19/2017 11:55:23 AM o20171019115316.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.1 Detergents:0 ppm ppm mg/L Upstream manhole dry - sample collected from submerged pool at end of pipe. 3" joint displacement and damaged concrete. units Temperature 62 ° F Graffiti:None Damage:Moderate Erosion:None Deposition:None Depth (in):2 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:725 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/19/2016 1:11:20 PM o20161019130908.JPG Previous Rainfall (hrs):72+Flow:Trickle Odor:None Color:Faint in bottle Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.24 Detergents:0 ppm ppm mg/L Last pipe segment displaced 4" at joint. units Temperature 65 ° F Graffiti:None Damage:Minor Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:765 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Page 3 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 14-999 City of Oshkosh Inspection Date:9/24/2015 12:55:30 PM o20150924115728.JPG Previous Rainfall (hrs):72+Flow:Moderate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.17 Detergents:0 ppm ppm mg/L 4" joint displacement. units Temperature 72 ° F Graffiti:None Damage:Moderate Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:Slight Ammonia:0 ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:1595 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Inspection Date:7/31/2013 7:27:16 AM o20130731063036.JPG Previous Rainfall (hrs):72+Flow:Trickle Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.05 Detergents:0 ppm ppm mg/L End section displaced 4". units Temperature 71 ° F Graffiti:None Damage:Minor Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:Moderate Ammonia:0 ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:1865 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2013 Inspection Date:9/4/2009 Osh09_DSCN6570.JPG Previous Rainfall (hrs):72+Flow:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.82 Detergents:0 ppm ppm mg/L End section of pipe separated. units Temperature 73 ° F Graffiti:None Damage:Moderate Erosion:None Deposition:None 0 Depth (in):1 Vegetation: Benthic Growth:Slight Stains: Ammonia:--ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 4 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 15-1348 City of Oshkosh o20230801070036.JPG Outfall Notes: Storm sewer discharges to Winnebago County Community Park from west. Location Map Minor Outfall Discharge Location: Adjacent Municipality Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: RCP Diameter (in):36 Height/Depth (in): Width (in): Not Physically Located Easting:792,990 Northing:493,049 Longitude:-88.53809 Latitude:44.07206 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Non-Priority Non-Major Outfall NR 216 Class: Inspection Date:8/1/2023 8:02:06 AM Inspector:JCW o20230801070046.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, no flow Odor:None Color:None Turbidity:None Floatables:None Sample ID:230801-61 Time Collected:08:00 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):7.97 Detergents:0 ppm ppm mg/L Notes:Downstream channel dry; sample collected from outfall pool. units Temperature (field):72 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:Minor Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in):2 Depth (in):10 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Moderate Green Brown Stains:Severe Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):711 µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 15-1348 City of Oshkosh Inspection Date:7/2/2013 9:51:09 AM o20130702085452.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged. Outfall screened upstream at 15-1348 US1 and US2. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):18 Vegetation:None Benthic Growth:Slight Stains:Moderate Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2013 Inspection Date:9/2/2009 Osh09_DSCN6311.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor: Color: Turbidity: Floatables: Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Significant grass clippings in outfall pipe. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):16 Vegetation: Benthic Growth:Slight Stains: Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Potential Gross Solids: Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Initial NotesInspector:JCW 2009 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 15-2295 City of Oshkosh o20230801072944.JPG Outfall Notes: CTH A curb inlets discharge to stream via swale on east side of road. Location Map Minor Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: RCP Diameter (in):12 Height/Depth (in): Width (in): Not Physically Located Easting:795,668 Northing:491,184 Longitude:-88.52789 Latitude:44.06695 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Non-Priority Non-Major Outfall NR 216 Class: Inspection Date:8/1/2023 8:35:46 AM Inspector:JCW o20230801072948.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Sample ID:230801-39 Time Collected:08:34 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):7.79 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged flow in pipe. units Temperature (field):73 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):0.5 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Moderate Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Partially Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):1038 µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 15-2295 City of Oshkosh Inspection Date:7/16/2013 8:10:37 AM o20130716071846.JPG Previous Rainfall (hrs):72+Flow:None Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Apron wet, but no collectable flow from pipe at time of inspection. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:Slight Stains:None Ammonia:--ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2013 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 15-2297 City of Oshkosh o20230801073426.JPG Outfall Notes: CTH A storm sewer discharges to swale on east side of road. (Formerly A25) Location Map Minor Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: RCP Diameter (in):24 Height/Depth (in): Width (in): Not Physically Located Easting:795,667 Northing:491,318 Longitude:-88.52790 Latitude:44.06732 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Non-Priority Non-Major Outfall NR 216 Class: Inspection Date:8/1/2023 8:31:00 AM Inspector:JCW o20230801073432.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, no flow Odor:None Color:None Turbidity:None Floatables:None Sample ID:230801-43 Time Collected:08:29 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):7.65 Detergents:0 ppm ppm mg/L Notes:No flow in downstream channel - sample collected from outfall pool. units Temperature (field):73 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:Minor Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in):2 Depth (in):14 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Moderate Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):103 µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 15-2297 City of Oshkosh Inspection Date:9/5/2013 11:09:14 AM o20130905101552.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged. Outfall screened upstream at 15-2297 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):5 Vegetation:None Benthic Growth:Slight Stains:Slight Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2013 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 15-2488 City of Oshkosh o20230801065002.JPG Outfall Notes: Storm sewer from subdivisions west of park discharges to stream from west. Location Map Minor Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Elliptical Material: RCP Diameter (in): Height/Depth (in):24 Width (in):38 Not Physically Located Easting:793,651 Northing:494,883 Longitude:-88.53557 Latitude:44.07709 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Non-Priority Non-Major Outfall NR 216 Class: Inspection Date:8/1/2023 7:48:50 AM Inspector:JCW o20230801065010.JPG Previous Rainfall (hrs):72+ Flow Description:None Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Pipe dry at time of inspection. Riprap on apron and inside pipe. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Slight Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 1Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 15-3111 City of Oshkosh o20230801061850.JPG Outfall Notes: Storm sewer from Jacktar Rd discharges to north side of detention basin. Includes discharge from former outfall 15-1702. Location Map Supplemental Outfall Discharge Location: MS4 Stormwater Facility Structure Type: Pond Inlet Shape: Pipe - Circular Material: HDPE Diameter (in):24 Height/Depth (in): Width (in): Not Physically Located Easting:792,528 Northing:496,064 Longitude:-88.53985 Latitude:44.08033 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Non-Priority Non-Major Outfall NR 216 Class: Inspection Date:8/1/2023 7:21:34 AM Inspector:JCW o20230801061858.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall fully submerged - screened upstream at 15-3111 US1. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 1Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 15-3111 US1 City of Oshkosh o20230801062758.JPG Outfall Notes: Upstream manhole located approx 175 ft N of outfall 15-1311. Intermediate area consists of apartment complex parking lot. Location Map Supplemental - Alternate Location Discharge Location: Downstream Outfall Structure Type: Inlet/Catchbasin Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:792,523 Northing:496,243 Longitude:-88.53987 Latitude:44.08082 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 15-3111 NR 216 Class: Inspection Date:8/1/2023 7:26:39 AM Inspector:JCW o20230801062830.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:Clearly visible in bottle Turbidity:None Floatables:None Sample ID:230801-98 Time Collected:07:30 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):8.82 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged pool in outfall. units Temperature (field):73 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):15 Petrol. Sheen Suds Sewage Algae Other Blue ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):1398 µS/cm 2023 Page 1 of 1Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 15-311a City of Oshkosh o20230801064108.JPG Outfall Notes: Outlet structure from detention basin discharges to north end of swale. Location Map Minor Outfall Discharge Location: Downstream Outfall Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: HDPE Diameter (in):18 Height/Depth (in): Width (in): Not Physically Located Easting:792,934 Northing:495,995 Longitude:-88.53830 Latitude:44.08015 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A NR 216 Class: Inspection Date:8/1/2023 7:40:05 AM Inspector:JCW o20230801064112.JPG Previous Rainfall (hrs):72+ Flow Description:None Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Sediment inside pipe wet, but no collectable flow at time of inspection. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:Minor Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in):1 Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Moderate Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:Slight Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 1Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 15-3339 City of Oshkosh o20230717145134.JPG Outfall Notes: Storm sewer from N Main St discharges to NE corner of detention basin. Location Map Supplemental Outfall Discharge Location: MS4 Stormwater Facility Structure Type: Pond Inlet Shape: Pipe - Circular Material: RCP Diameter (in):54 Height/Depth (in): Width (in): Not Physically Located Easting:792,968 Northing:484,557 Longitude:-88.53815 Latitude:44.04877 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Non-Priority Non-Major Outfall NR 216 Class: Inspection Date:7/17/2023 4:07:18 PM Inspector:JCW o20230717145140.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID:230717-33 Time Collected:15:53 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):7.86 Detergents:0 ppm ppm mg/L Notes:Log on apron. Outfall partially submerged, upstream curb inlet wet, but no collectable flow. Sample collected from outfall pool due to 2022 detect. units Temperature (field):71 ° F Inspection Type:Ongoing Graffiti:None Damage:Minor Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):3 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Moderate Green Brown Stains:Moderate Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):1634 µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 15-3339 City of Oshkosh Inspection Date:9/30/2022 9:37:00 AM o20220930093620.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged - screened upstream at 15-3339 US1. Abnormal detergent result from upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):2 Vegetation:None Benthic Growth:Severe Stains:Slight Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 15-3339 US1 City of Oshkosh o20230717145458.JPG Outfall Notes: Upsream curb inlet located approx 132 ft NE of outfall 15-3339. Intermediate area consists of street right-of-way and pond embankment. Location Map Supplemental - Alternate Location Discharge Location: Downstream Outfall Structure Type: Inlet/Catchbasin Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:793,083 Northing:484,622 Longitude:-88.53772 Latitude:44.04895 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 15-3339 NR 216 Class: Inspection Date:7/17/2023 4:10:28 PM Inspector:JCW o20230717145510.JPG Previous Rainfall (hrs):72+ Flow Description:None Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Catchbasin flowline wet, but no colelctable flow at time of inspection. Sample collected from outfall pool due to 2022 detect. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:Slight Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 15-3339 US1 City of Oshkosh Inspection Date:9/30/2022 9:42:00 AM o20220930094256.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.52 Detergents:-1 ppm ppm mg/L Sample collected from submerged pool in manhole. Abnormal detergent test result. units Temperature 59 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):1 Vegetation:None Benthic Growth:Slight Stains:Slight Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:1428 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 15-3373 City of Oshkosh o20230717143508.JPG Outfall Notes: Storm sewer from Comet St discharges to south side of detention basin. Location Map Supplemental Outfall Discharge Location: MS4 Stormwater Facility Structure Type: Pond Inlet Shape: Pipe - Circular Material: RCP Diameter (in):27 Height/Depth (in): Width (in): Not Physically Located Easting:792,769 Northing:483,851 Longitude:-88.53891 Latitude:44.04683 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Non-Priority Non-Major Outfall NR 216 Class: Inspection Date:7/17/2023 3:50:54 PM Inspector:JCW o20230717143516.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:Slight Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall partially submerged - screened upstream at 15-3373 US1. Detergent detected in upsream manhole. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):5 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Slight Green Brown Stains:Slight Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Partially Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 15-3373 City of Oshkosh Inspection Date:9/30/2022 9:26:00 AM o20220930092356.JPG Previous Rainfall (hrs):72+Flow:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.55 Detergents:0.25 ppm ppm mg/L Sample collected from submerged flow inside pipe. Detergent detected in sample. units Temperature 57 ° F Graffiti:None Damage:None Erosion:None Deposition:Minor 1 Depth (in):4 Vegetation:None Benthic Growth:None Stains:Slight Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Flow Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:841 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 15-3373 US1 City of Oshkosh o20230717143858.JPG Outfall Notes: Upstream manhole located approx 75 ft S of outfall 15-3373. Intermediate area consists of street right- of-way, residential lot and pond embankment. Location Map Supplemental - Alternate Location Discharge Location: Downstream Outfall Structure Type: Inlet/Catchbasin Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:792,781 Northing:483,777 Longitude:-88.53886 Latitude:44.04663 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 15-3373 NR 216 Class: Inspection Date:7/17/2023 3:57:06 PM Inspector:JCW o20230717143904.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:Severe Sample ID:230717-85 Time Collected:15:40 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):7.16 Detergents:0.9 ppm ppm mg/L Notes:Sample collected from submerged pool in manhole. Detergent detected in sample. Next upstream curb inlet dry. units Temperature (field):72 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):2 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:Slight Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Slight Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):464 µS/cm 2023 Page 1 of 1Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-1178 City of Oshkosh o20230809093412.JPG Outfall Notes: N Sawyer St storm sewer discharges to river from south. Outfall fully submerged and not physically located. GPS coordinates approximate. Pipe info from MS4 map. (Formerly 16-533.) Location Map Minor Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: RCP Diameter (in):30 Height/Depth (in): Width (in): Not Physically Located Easting:785,380 Northing:478,813 Longitude:-88.56699 Latitude:44.03300 County Coordinates:Latitude/Longitude:Mapping Precison: Desktop mapping estimate Dimensions City ID: N/A Priority Outfall NR 216 Class: Inspection Date:8/9/2023 10:46:36 AM Inspector:JCW o20230809093408.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall partially submerged - screened upstream at 16-1178 US1. Floating gross solids (litter) in upstream manhole. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-1178 City of Oshkosh Inspection Date:8/24/2022 2:29:00 PM o20220824142120.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 16-1178 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/31/2021 11:09:30 AM o20210831110724.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged - screened upstream at 16-1178 US1. Floating gross solids (litter) in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:9/24/2020 9:53:07 AM o20200924095628.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 16-533 US1. Floating gross solids (litter) in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:QAL 2020 Inspection Date:11/5/2019 9:36:00 AM o20191105093616.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 16-533 US1. Follow-up inspection for sampling - limited screening conducted. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Repeat NotesInspector:JCW 2019 Page 2 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-1178 City of Oshkosh Inspection Date:10/8/2019 1:37:40 PM o20191008123600.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 16-533 US1. Floating gross solids (litter) and detergent in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Inspection Date:10/24/2018 8:46:55 AM o20181024084514.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 16-533 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/19/2017 1:28:21 PM o20171019132622.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 16-533 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/18/2016 9:28:25 AM o20161018092038.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 16-533 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Page 3 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-1178 City of Oshkosh Inspection Date:9/23/2015 10:32:22 AM o20150923093118.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened at 16- 533 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Inspection Date:10/7/2014 9:08:49 AM o20141007080736.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 16-533 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2014 Inspection Date:10/11/2011 12:16:32 PM o20111011121620.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L 2010 screening follow-up. Outfall fully submerged and not physically located. Outfall screened upstream at 16-533 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2011 Inspection Date:8/26/2010 10:11:27 AM o20100826094912.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not physically located. Outfall screened upstream at 16-533 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Page 4 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-1178 US1 City of Oshkosh o20230809094102.JPG Outfall Notes: Upstream manhole located approx 75 ft NE of outfall 16-1178 (formerly 16-533). Intermediate area consists of street right-of-way and commercial property. Location Map Minor Outfall - Alternate Location Discharge Location: Downstream Outfall Structure Type: Manhole Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:785,329 Northing:478,752 Longitude:-88.56719 Latitude:44.03283 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 16-1178 NR 216 Class: Inspection Date:8/9/2023 10:47:22 AM Inspector:JCW o20230809094116.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID:230809-13 Time Collected:10:42 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):7.72 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged pool in manhole. Floating gross solids (litter) and trace ammonia in manhole. units Temperature (field):80 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):37 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0.5 ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):456 µS/cm 2023 Page 1 of 5Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-1178 US1 City of Oshkosh Inspection Date:8/24/2022 2:30:00 PM o20220824142446.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.64 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 81 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:354 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/31/2021 11:17:57 AM o20210831111218.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.29 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 78 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):40 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:389 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:9/24/2020 10:01:33 AM o20200924100816.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.8 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 68 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):33 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:433 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:QAL 2020 Inspection Date:11/5/2019 9:37:43 AM o20191105093642.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:0 ppm ppm mg/L Follow-up inspection for sampling - limited screening conducted. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):38 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Repeat NotesInspector:JCW 2019 Page 2 of 5Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-1178 US1 City of Oshkosh Inspection Date:10/8/2019 1:38:32 PM o20191008123830.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.34 Detergents:0.5 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. Detergent detected in sample. units Temperature 66 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):38 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:449 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Inspection Date:10/24/2018 8:51:52 AM o20181024084850.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.75 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 48 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):46 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Slight Non-illicit:None Conductivity:485 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/19/2017 1:34:48 PM o20171019133054.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:Slight Total Chlorine:0 Free Chlorine:0 pH:7.89 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 66 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:668 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/18/2016 9:29:17 AM o20161018092516.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.94 Detergents:0 ppm ppm mg/L Potential illicit discharge due to gross solids. units Temperature 63 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):40 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:482 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Page 3 of 5Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-1178 US1 City of Oshkosh Inspection Date:9/23/2015 10:32:59 AM o20150923093204.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.95 Detergents:0 ppm ppm mg/L Floating gross solids (litter) - including syringe - in manhole. units Temperature 71 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):36 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:363 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Inspection Date:10/7/2014 9:13:45 AM o20141007081140.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.67 Detergents:0 ppm ppm mg/L Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):34 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:474 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2014 Inspection Date:10/11/2011 12:22:21 PM o20111011121924.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.9 Detergents:-- ppm ppm mg/L 2010 screening follow-up. Floatable debris significantly reduced. units Temperature 70 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):16 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Moderate Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2011 Inspection Date:5/26/2011 2:35:00 PM o20110526143524.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor: Color: Turbidity: Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Limited screening conducted to check for floatable debris. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation: Benthic Growth: Stains: Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2011 Page 4 of 5Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-1178 US1 City of Oshkosh Inspection Date:8/26/2010 10:01:38 AM o20100826095640.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:Faint in bottle Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.23 Detergents:0 ppm ppm mg/L Floatable debris in manhole. units Temperature 76 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):36 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Page 5 of 5Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-1205 City of Oshkosh o20230801084802.JPG Outfall Notes: Curb inlet from Washburn St discharges to northeast corner of detention basin. Location Map Supplemental Outfall Discharge Location: MS4 Stormwater Facility Structure Type: Pond Inlet Shape: Pipe - Circular Material: RCP Diameter (in):15 Height/Depth (in): Width (in): Not Physically Located Easting:779,977 Northing:478,346 Longitude:-88.58753 Latitude:44.03170 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Priority Outfall NR 216 Class: Inspection Date:8/1/2023 9:49:51 AM Inspector:JCW o20230801084810.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, no flow Odor:None Color:None Turbidity:None Floatables:None Sample ID:230801-78 Time Collected:09:47 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):7.95 Detergents:0 ppm ppm mg/L Notes:Outfall partially submerged. No water entering pipe in upstream curb inlet. Pond sample collected due to prior detergent detections. units Temperature (field):74 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:Minor Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in):2 Depth (in):5 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Severe Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):607 µS/cm 2023 Page 1 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-1205 City of Oshkosh Inspection Date:8/23/2022 3:25:00 PM o20220823152424.JPG Previous Rainfall (hrs):72+Flow:Submerged, no flow Odor:Easily detected Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.55 Detergents:2.5 ppm ppm mg/L No flow escaping upstream curb inlet. Sample collected from outfall pool. Deteregent in pond, possibly from car wash. units Temperature 82 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):2 Vegetation:None Benthic Growth:Severe Stains:Slight Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:Slight Conductivity:835 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/17/2021 7:41:43 AM o20210817073912.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.4 Detergents:0.6 ppm ppm mg/L Outfall partially submerged. Traffic prevented screening of upstream inlet. Pond sample from end of pipe had detergent and elevated conductivity. units Temperature 72 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):3 Vegetation:None Benthic Growth:Slight Stains:Slight Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:Slight Conductivity:2580 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/20/2020 8:54:14 AM o20200820085150.JPG Previous Rainfall (hrs):72+Flow:None Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Sediment wet, but no flow at time of inspection. No flow entering pipe at upstream curb inlet. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:Minor 1 Depth (in): Vegetation:None Benthic Growth:Slight Stains:None Ammonia:--ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:10/8/2019 2:11:11 PM o20191008130940.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged - screened upstream at 16-1205 US1. Detergent detected in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:Minor 2 Depth (in):5 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Potential Gross Solids:Slight Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Page 2 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-1205 City of Oshkosh Inspection Date:10/25/2018 8:41:00 AM o20181025083538.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged - screened upstream at 16-1205 US1. Detergent detected in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:Minor 2 Depth (in):5 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Potential Gross Solids:Slight Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/3/2017 9:04:39 AM o20171003090114.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged - screened upstream at 16-1205 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:Minor 1 Depth (in):1 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/18/2016 7:06:22 AM o20161018070408.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged - screened upstream at 16-1205 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):2 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:9/28/2015 6:36:00 AM o20150928053734.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged - screened at 16-1205 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):3 Vegetation:None Benthic Growth:Slight Stains:Slight Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Page 3 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-1205 City of Oshkosh Inspection Date:6/21/2012 12:32:35 PM o20120621113440.JPG Previous Rainfall (hrs):0-24Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged; screened upstream at 16-1205 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):21 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2012 Page 4 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-201 City of Oshkosh o20230717105540.JPG Outfall Notes: Storm sewer from Graham Ave discharges to river from west. Pipe info from MS4 map. Location Map Minor Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: HDPE Diameter (in):18 Height/Depth (in): Width (in): Not Physically Located Easting:785,654 Northing:479,844 Longitude:-88.56596 Latitude:44.03583 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Priority Outfall NR 216 Class: Inspection Date:7/17/2023 12:09:54 PM Inspector:JCW o20230717105550.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall fully submerged and not located - screened upstream at 16-201 US1. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-201 City of Oshkosh Inspection Date:8/24/2022 3:03:00 PM o20220824145704.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 16-201 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/17/2021 9:30:31 AM o20210817092902.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 16-201 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:10/10/2016 1:47:19 PM o20161010134624.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 16-201 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:10/7/2014 8:11:23 AM o20141007071204.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged - screened upstream at 16-201 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):28 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2014 Page 2 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-201 City of Oshkosh Inspection Date:6/20/2012 10:55:37 AM o20120620095704.JPG Previous Rainfall (hrs):24-48Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged; screened upstream at 16-201 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2012 Inspection Date:10/11/2011 12:51:01 PM o20111011125132.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L 2010 screening follow-up. Outfall partially submerged. Outfall screened upstream at 16-201 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2011 Inspection Date:8/19/2010 7:49:43 AM o20100819074346.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not physically located. Outfall screened upstream at 16-201 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Page 3 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-201 US1 City of Oshkosh o20230717105902.JPG Outfall Notes: Upstream catchbasin located approx 74 ft SW of outfall 16-201. Intermediate area consists of paved parking area and shoreline. Location Map Minor Outfall - Alternate Location Discharge Location: Downstream Outfall Structure Type: Inlet/Catchbasin Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:785,583 Northing:479,821 Longitude:-88.56622 Latitude:44.03577 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 16-201 NR 216 Class: Inspection Date:7/17/2023 12:17:32 PM Inspector:JCW o20230717105908.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:Slight Sample ID:230717-01 Time Collected:11:58 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):8.90 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged pool in manhole. units Temperature (field):77 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):16 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Slight Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):391 µS/cm 2023 Page 1 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-201 US1 City of Oshkosh Inspection Date:8/24/2022 3:04:00 PM o20220824150102.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.64 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 79 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:332 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/17/2021 9:33:51 AM o20210817093056.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:Easily detected Color:None Turbidity:None Floatables:Moderate Total Chlorine:0 Free Chlorine:0 pH:7.5 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 78 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):29 Vegetation:None Benthic Growth:Moderate Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:315 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:10/10/2016 1:50:41 PM o20161010134816.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:Faint Color:Faint in bottle Turbidity:None Floatables:Slight Total Chlorine:0 Free Chlorine:0 pH:7.22 Detergents:0 ppm ppm mg/L Potential illicit discharge due to gross solids. units Temperature 69 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):24 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:429 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:10/7/2014 8:16:37 AM o20141007071502.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.42 Detergents:0 ppm ppm mg/L units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):22 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:429 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2014 Page 2 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-201 US1 City of Oshkosh Inspection Date:6/20/2012 10:56:06 AM o20120620095824.JPG Previous Rainfall (hrs):24-48Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L 2011 gross solids follow-up. Visual screening only. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):29 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2012 Inspection Date:10/11/2011 12:54:49 PM o20111011125430.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:Slight Total Chlorine:0 Free Chlorine:0 pH:8.44 Detergents:-- ppm ppm mg/L 2010 screening follow-up. Floatable debris still present. Slight petroleum sheen. units Temperature 71 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):22 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Slight Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2011 Inspection Date:5/26/2011 2:48:00 PM o20110526144848.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor: Color: Turbidity: Floatables:Slight Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Limited screening conducted to check for floatable debris. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation: Benthic Growth: Stains: Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Other NotesInspector:JCW 2011 Inspection Date:8/19/2010 7:54:51 AM o20100819074612.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:Faint in bottle Turbidity:Slight cloudiness Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.57 Detergents:0 ppm ppm mg/L Moderate floatable debris in catchbasin. units Temperature 74 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):29 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Page 3 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-2092 City of Oshkosh o20230801101838.JPG Outfall Notes: Storm sewer from N Washburn St discharges to stream from south under bridge. Replaces outfall 16- 646a (2009). Location Map Major Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: RCP Diameter (in):48 Height/Depth (in): Width (in): Not Physically Located Easting:781,317 Northing:476,524 Longitude:-88.58244 Latitude:44.02671 County Coordinates:Latitude/Longitude:Mapping Precison: Desktop mapping estimate Dimensions City ID: N/A Non-Priority Major Outfall NR 216 Class: Inspection Date:8/1/2023 11:20:29 AM Inspector:JCW o20230801101852.JPG Previous Rainfall (hrs):72+ Flow Description:None Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Pipe wet, but no collectable flow at time of inspection. 3" joint displacement. Graffiti on bridge abutments. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:Moderate Damage:Minor Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:Slight Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:Slight Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-2092 City of Oshkosh Inspection Date:10/17/2017 10:14:25 AM o20171017100542.JPG Previous Rainfall (hrs):48-72Flow:Trickle Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.7 Detergents:0 ppm ppm mg/L Sample collected from pipe flow. Loose grate. units Temperature 65 ° F Graffiti:None Damage:Minor Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:1919 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:6/6/2012 12:26:31 PM o20120606112916.JPG Previous Rainfall (hrs):72+Flow:None Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Wet but no flow. Minor litter, likely from construction. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2012 Page 2 of 2Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-594 City of Oshkosh o20230717111026.JPG Outfall Notes: Storm sewer from Oshkosh Ave discharges to river from west. Outfall fully submerged and not physically located. GPS coordinates approximate. Pipe info from MS4 map. Location Map Minor Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: CMP Diameter (in):24 Height/Depth (in): Width (in): Not Physically Located Easting:785,894 Northing:479,419 Longitude:-88.56504 Latitude:44.03466 County Coordinates:Latitude/Longitude:Mapping Precison: Desktop mapping estimate Dimensions City ID: N/A Priority Outfall NR 216 Class: Inspection Date:7/17/2023 12:25:50 PM Inspector:JCW o20230717111032.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall fully submerged and not located - screened upstream at 16-594 US1. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-594 City of Oshkosh Inspection Date:8/24/2022 2:52:00 PM o20220824144736.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 16-594 US1. Floating gross solids (litter) in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/17/2021 9:39:49 AM o20210817093900.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 16-594 US1. Floating gross solids (litter) in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/19/2020 9:04:07 AM o20200819090352.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 16-594 US1. Floating gross solids (litter) in upstream manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:9/18/2019 11:05:33 AM o20190918100438.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 16-594 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Page 2 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-594 City of Oshkosh Inspection Date:10/24/2018 9:07:36 AM o20181024090620.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 16-594 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/17/2017 11:24:35 AM o20171017112242.JPG Previous Rainfall (hrs):48-72Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located - screened upstream at 16-594 US1. Floating gross solids (litter) in manhole. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/10/2016 2:04:49 PM o20161010140356.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not located -screened upstream at 16-594 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Potential Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:8/19/2010 7:23:24 AM o20100819071708.JPG Previous Rainfall (hrs):72+Flow:Submerged (not located) Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall fully submerged and not physically located. Outfall screened upstream at 16-594 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Fully Sample Location: Illicit Discharge Potential:Unlikely Outfall Not Located Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Page 3 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-594 US1 City of Oshkosh o20230717111156.JPG Outfall Notes: Upstream manhole located approx 60 ft WSW of outfall 16-594. Intermediate area consists of open space in park. Location Map Minor Outfall - Alternate Location Discharge Location: Downstream Outfall Structure Type: Manhole Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:785,842 Northing:479,381 Longitude:-88.56524 Latitude:44.03456 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 16-594 NR 216 Class: Inspection Date:7/17/2023 12:28:18 PM Inspector:JCW o20230717111202.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:Slight Sample ID:230717-74 Time Collected:12:11 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):7.69 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged pool in manhole. units Temperature (field):76 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):57 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):256 µS/cm 2023 Page 1 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-594 US1 City of Oshkosh Inspection Date:8/24/2022 2:53:00 PM o20220824144754.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.12 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 79 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:336 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/17/2021 9:42:48 AM o20210817094028.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.66 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 79 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):59 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:205 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/19/2020 9:06:48 AM o20200819090422.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.9 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 75 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):57 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:339 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:9/18/2019 11:07:43 AM o20190918100526.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.27 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 74 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):56 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:367 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Page 2 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-594 US1 City of Oshkosh Inspection Date:10/24/2018 9:08:57 AM o20181024090720.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.35 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 50 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):57 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:456 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/17/2017 11:27:30 AM o20171017112318.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:6.98 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. Floating gross solids (litter) in manhole. units Temperature 68 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):51 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:741 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:10/10/2016 2:07:20 PM o20161010140454.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:Easily detected Color:None Turbidity:None Floatables:Slight Total Chlorine:0 Free Chlorine:0 pH:7.17 Detergents:0 ppm ppm mg/L Potential illicit discharge due to gross solids. units Temperature 71 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):51 Vegetation:None Benthic Growth:None Stains:None Ammonia:0.25 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Moderate Non-illicit:None Conductivity:831 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:8/19/2010 7:26:35 AM o20100819071738.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:Faint in bottle Turbidity:None Floatables:Slight Total Chlorine:0 Free Chlorine:0 pH:7.44 Detergents:0 ppm ppm mg/L 2 small oil drops, likely from Oshkosh Ave runoff. units Temperature 75 ° F Graffiti:None Damage:None Erosion:None Deposition:None 0 Depth (in):51 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Fully Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2010 Page 3 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-660 City of Oshkosh o20230801093652.JPG Outfall Notes: Storm sewer from Fall Creek Ln discharges to south end of detention basin. Location Map Supplemental Outfall Discharge Location: MS4 Stormwater Facility Structure Type: Pond Inlet Shape: Pipe - Circular Material: RCP Diameter (in):21 Height/Depth (in): Width (in): Not Physically Located Easting:779,334 Northing:475,039 Longitude:-88.58997 Latitude:44.02263 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Priority Outfall NR 216 Class: Inspection Date:8/1/2023 10:38:06 AM Inspector:JCW o20230801093700.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Sample ID:230801-93 Time Collected:10:47 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):8.10 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged flow inside pipe. Upstream manhole wet, no flow. units Temperature (field):74 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:Minor Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in):1 Depth (in):12 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Moderate Green Brown Stains:Slight Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Partially Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):816 µS/cm 2023 Page 1 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-660 City of Oshkosh Inspection Date:8/23/2022 2:57:00 PM o20220823145452.JPG Previous Rainfall (hrs):72+Flow:Submerged, slight flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:6.81 Detergents:0 ppm ppm mg/L Sample collected from submerged flow inside pipe. units Temperature 73 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):10 Vegetation:None Benthic Growth:Slight Stains:Slight Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:1058 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/17/2021 8:31:17 AM o20210817082858.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged - screened upstream at 16-660 US1. Neighbor reported occassional sewage odor and suds at outfall. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:Minor 1 Depth (in):14 Vegetation:None Benthic Growth:Moderate Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/20/2020 8:20:53 AM o20200820081850.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged - screened upstream at 16-660 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:Minor 1 Depth (in):9 Vegetation:None Benthic Growth:Severe Stains:Slight Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:10/8/2019 2:42:09 PM o20191008134040.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged - screened upstream at 16-660 US1. Detergent detected in sample. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:Minor 3 Depth (in):16 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Page 2 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-660 City of Oshkosh Inspection Date:10/25/2018 8:13:23 AM o20181025081252.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged - screened upstream at 16-660 US1. Detergent detected in sample. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):14 Vegetation:None Benthic Growth:Moderate Stains:Moderate Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Potential Gross Solids:Slight Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/3/2017 11:03:37 AM o20171003110156.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged - screened upstream at 16-660 US1. Detergent detected in sample. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):12 Vegetation:None Benthic Growth:Moderate Stains:Moderate Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:5/30/2012 10:59:58 AM o20120530100048.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged. Outfall screened upstream at 16-660. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:Minor 1 Depth (in):10 Vegetation:None Benthic Growth:Moderate Stains:Slight Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2012 Page 3 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-660 US1 City of Oshkosh o20230801094224.JPG Outfall Notes: Upstream manhole located approx 257 ft WSW of outfall 16-660. Intermediate area consists of residential property. Location Map Supplemental - Alternate Location Discharge Location: Downstream Outfall Structure Type: Manhole Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:779,104 Northing:474,930 Longitude:-88.59084 Latitude:44.02233 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 16-660 NR 216 Class: Inspection Date:8/1/2023 10:43:44 AM Inspector:JCW o20230801094230.JPG Previous Rainfall (hrs):72+ Flow Description:None Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Flowline wet, but no collectable flow at time of inspection. Sample collected from submerged flow in outfall. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-660 US1 City of Oshkosh Inspection Date:8/17/2021 8:24:19 AM o20210817082014.JPG Previous Rainfall (hrs):72+Flow:Moderate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.53 Detergents:0 ppm ppm mg/L Sample collected from flow in manhole. units Temperature 73 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:None Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:918 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/20/2020 8:24:59 AM o20200820082306.JPG Previous Rainfall (hrs):72+Flow:None Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Flowline damp, but no collectable flow at time of inspection. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:11/5/2019 2:41:00 PM o20191105144026.JPG Previous Rainfall (hrs):48-72Flow:Moderate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:0.9 ppm ppm mg/L Follow-up inspection for sampling - limited screening conducted. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Repeat NotesInspector:JCW 2019 Inspection Date:10/8/2019 2:44:41 PM o20191008134416.JPG Previous Rainfall (hrs):48-72Flow:Moderate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.68 Detergents:0.5 ppm ppm mg/L Sample collected from flow in manhole. Detergent detected in sample. units Temperature 65 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:943 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Page 2 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-660 US1 City of Oshkosh Inspection Date:10/26/2018 12:20:38 PM o20181025081632.JPG Previous Rainfall (hrs):72+Flow:Trickle Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.83 Detergents:0.7 ppm ppm mg/L Detergent detection follow-up. Limited screening conducted beyond sampling. units Temperature 56 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:1063 µS/cm in. Condition Assessment Type:Repeat NotesInspector:KMK 2018 Inspection Date:10/25/2018 8:16:19 AM o20181025081632.JPG Previous Rainfall (hrs):72+Flow:Trickle Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.9 Detergents:0.35 ppm ppm mg/L Sample collected from flow in manhole. Detergent detected in sample. units Temperature 52 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:1037 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/17/2017 9:02:21 AM o20171017085628.JPG Previous Rainfall (hrs):48-72Flow:Moderate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.78 Detergents:0 ppm ppm mg/L Repeat inspection due to detergent. No detergent detected in manhole sample. units Temperature 61 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:926 µS/cm in. Condition Assessment Type:Repeat NotesInspector:JCW 2017 Inspection Date:10/3/2017 11:12:57 AM o20171003110702.JPG Previous Rainfall (hrs):72+Flow:Trickle Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.26 Detergents:0.55 ppm ppm mg/L Sample collected from flow in manhole. Detergent detected in sample. units Temperature 76 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:845 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Page 3 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-660 US1 City of Oshkosh Inspection Date:5/30/2012 11:04:45 AM o20120530100806.JPG Previous Rainfall (hrs):72+Flow:Trickle Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.35 Detergents:0 ppm ppm mg/L units Temperature 59 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:1148 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2012 Page 4 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-844 City of Oshkosh o20230801103212.JPG Outfall Notes: Storm sewer from Koeller St discharges to stream from south. Location Map Minor Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: RCP Diameter (in):18 Height/Depth (in): Width (in): Not Physically Located Easting:781,598 Northing:476,529 Longitude:-88.58137 Latitude:44.02672 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Priority Outfall NR 216 Class: Inspection Date:8/1/2023 11:33:46 AM Inspector:JCW o20230801103220.JPG Previous Rainfall (hrs):72+ Flow Description:Trickle Odor:None Color:None Turbidity:None Floatables:None Sample ID:230801-55 Time Collected:11:32 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):8.43 Detergents:0 ppm ppm mg/L Notes:Sample collected from pipe flow. Elevated conductivity. units Temperature (field):76 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in): Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Moderate Green Brown Stains:Moderate Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:None Sample Location:Flow Illicit Discharge Potential:Potential Gross Solids:Slight Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):7200 µS/cm 2023 Page 1 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-844 City of Oshkosh Inspection Date:9/16/2022 9:45:00 AM o20220916094346.JPG Previous Rainfall (hrs):72+Flow:Trickle Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.99 Detergents:0 ppm ppm mg/L Sample collected from pipe flow. Elevated conductivity in sample. Tracked upstream without finding source. units Temperature 70 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:Moderate Stains:Slight Ammonia:0 ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Potential Gross Solids:Slight Non-illicit:None Conductivity:2310 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/17/2021 8:47:50 AM o20210817084532.JPG Previous Rainfall (hrs):72+Flow:Trickle Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.14 Detergents:0.65 ppm ppm mg/L Sample collected from pipe flow. Detergent detected in sample. units Temperature 76 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:Severe Stains:Moderate Ammonia:0 ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Potential Gross Solids:Slight Non-illicit:None Conductivity:1990 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/20/2020 7:55:43 AM o20200820075354.JPG Previous Rainfall (hrs):72+Flow:None Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Pipe wet, but no collectable flow at time of inspection. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:Slight Stains:None Ammonia:--ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:Moderate Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:11/5/2019 8:43:00 AM o20191105084324.JPG Previous Rainfall (hrs):48-72Flow:Trickle Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:0.8 ppm ppm mg/L Follow-up inspection for sampling - limited screening conducted. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:Slight Stains:None Ammonia:--ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Potential Gross Solids:Slight Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Repeat NotesInspector:JCW 2019 Page 2 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-844 City of Oshkosh Inspection Date:10/8/2019 1:59:59 PM o20191008125814.JPG Previous Rainfall (hrs):48-72Flow:Trickle Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.09 Detergents:0.5 ppm ppm mg/L Sample collected from pipe flow. Detergent and elevated conductivity in sample. units Temperature 66 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Potential Gross Solids:Slight Non-illicit:None Conductivity:2640 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Inspection Date:10/26/2018 1:46:37 PM o20181025085152.JPG Previous Rainfall (hrs):72+Flow:Trickle Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.19 Detergents:0.5 ppm ppm mg/L Detergent detection follow-up. Limited screening conducted beyond sampling. units Temperature 56 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:Moderate Stains:None Ammonia:0 ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:3550 µS/cm in. Condition Assessment Type:Repeat NotesInspector:KMK 2018 Inspection Date:10/25/2018 8:55:36 AM o20181025085152.JPG Previous Rainfall (hrs):72+Flow:Trickle Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.22 Detergents:0.45 ppm ppm mg/L Sample collected from pipe flow. Detergent and elevated conductivity in sample. units Temperature 52 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:Moderate Stains:None Ammonia:0 ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:3300 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/17/2017 10:32:21 AM o20171017102814.JPG Previous Rainfall (hrs):48-72Flow:Trickle Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.35 Detergents:0 ppm ppm mg/L Sample collected from pipe flow. units Temperature 65 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:Slight Stains:None Ammonia:0 ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:1704 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Page 3 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-844 City of Oshkosh Inspection Date:10/18/2016 7:21:24 AM o20161018071712.JPG Previous Rainfall (hrs):72+Flow:Trickle Odor:Faint Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.29 Detergents:0 ppm ppm mg/L Elevated conductivity, but no other parameters out of range. units Temperature 64 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:Moderate Stains:None Ammonia:0 ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:3880 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2016 Inspection Date:9/28/2015 7:20:55 AM o20150928062340.JPG Previous Rainfall (hrs):72+Flow:None Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Flowline wet, but no flow at time of inspection. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:Moderate Stains:None Ammonia:--ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2015 Inspection Date:6/6/2012 11:50:55 AM o20120606105408.JPG Previous Rainfall (hrs):72+Flow:Trickle Odor:None Color:None Turbidity:None Floatables:Slight Total Chlorine:0 Free Chlorine:0 pH:8.1 Detergents:0 ppm ppm mg/L units Temperature 78 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:Moderate Stains:Slight Ammonia:0 ppm Sampling Results Submerged:None Sample Location:Flow Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:5050 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2012 Page 4 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-995 City of Oshkosh o20230801091308.JPG Outfall Notes: Storm sewer from Patriot Ln discharges to swale/dry pond that discharges to wet pond. Location Map Minor Outfall Discharge Location: Water of the State Structure Type: Closed Pipe Outfall Shape: Pipe - Circular Material: HDPE Diameter (in):30 Height/Depth (in): Width (in): Not Physically Located Easting:779,836 Northing:476,252 Longitude:-88.58806 Latitude:44.02596 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: N/A Priority Outfall NR 216 Class: Inspection Date:8/1/2023 10:14:27 AM Inspector:JCW o20230801091314.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID: Time Collected: Total Chlorine (field):-- Free Chlorine (field):-- pH (field):-- Detergents:-- ppm ppm mg/L Notes:Outfall partially submerged - screened upstream at 16-995 US1. Pipe clear, 15" berm at end of apron creating dam. units Temperature (field):--° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:Moderate Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in):15 Depth (in):11 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:Severe Green Brown Stains:Slight Flow Line Paint Oil Rust Stains Other Ammonia (field):--ppm Sampling Results Physical Condition Assessment Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):--µS/cm 2023 Page 1 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-995 City of Oshkosh Inspection Date:8/23/2022 3:14:00 PM o20220823151212.JPG Previous Rainfall (hrs):72+Flow:Submerged, no flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.46 Detergents:3.5 ppm ppm mg/L No flow leaving apron. Sample collected from apron pool. Detergent detected in sample. units Temperature 73 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):10 Vegetation:None Benthic Growth:None Stains:Slight Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:325 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:EJK 2022 Inspection Date:8/17/2021 8:08:20 AM o20210817080534.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged - screened upstream at 16-995 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):10 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/20/2020 8:35:17 AM o20200820083238.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L 10 inch berm of roots blocking flow from apron. Outfall partially submerged - screened upstream at 16-995 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):8 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:10/8/2019 2:29:54 PM o20191008132854.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged - screened upstream at 16-995 US1. Detergent detected in sample. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):18 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Page 2 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-995 City of Oshkosh Inspection Date:10/25/2018 8:27:19 AM o20181025082506.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged - screened upstream at 16-995 US1. Detergent detected in sample. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):12 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Potential Gross Solids:Slight Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/3/2017 10:18:12 AM o20171003101614.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Outfall partially submerged - screened upstream at 16-995 US1. Detergent detected in sample. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:Minor 1 Depth (in):8 Vegetation:None Benthic Growth:Slight Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Inspection Date:6/6/2012 1:21:40 PM o20120606122140.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L No flow leaving pool at end of outfall. Deposition in swale downstream. Screened upstream at 16-995 US1. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:Moderate 8 Depth (in):9 Vegetation:None Benthic Growth:Slight Stains:Slight Ammonia:--ppm Sampling Results Submerged:Partially Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2012 Page 3 of 3Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-995 US1 City of Oshkosh o20230801092102.JPG Outfall Notes: Upstream manhole located approx 112 ft W of outfall 16-995. Intermediate area consists of open space. Location Map Minor Outfall - Alternate Location Discharge Location: Downstream Outfall Structure Type: Manhole Shape: Manhole/Catchbasin Material: Manhole - concrete Diameter (in): Height/Depth (in): Width (in): Not Physically Located Easting:779,723 Northing:476,251 Longitude:-88.58849 Latitude:44.02596 County Coordinates:Latitude/Longitude:Mapping Precison: Mapping GPS Dimensions City ID: 16-995 NR 216 Class: Inspection Date:8/1/2023 10:24:09 AM Inspector:JCW o20230801092110.JPG Previous Rainfall (hrs):72+ Flow Description:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Sample ID:230801-03 Time Collected:10:22 Total Chlorine (field):0 Free Chlorine (field):0 pH (field):7.82 Detergents:0 ppm ppm mg/L Notes:Sample collected from submerged pool in manhole. units Temperature (field):75 ° F Inspection Type:Ongoing Graffiti:None Damage:None Erosion:None Deposition:None Displacement Corrosion Undercut Cracks/Structural Damage Crushed Depth (in): Depth (in):2 Petrol. Sheen Suds Sewage Algae Other ChlorinePetroleumMusty Fishy Sewage SulfurVOC/Solvent Fragrant Other Vegetation:None Inhibited Excessive Benthic Growth:None Green Brown Stains:None Flow Line Paint Oil Rust Stains Other Ammonia (field):0 ppm Sampling Results Physical Condition Assessment Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Litter Veg. Debris Sediment Other Non-illicit:None Natural Suds/FoamNatural Sheen Conductivity (field):777 µS/cm 2023 Page 1 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-995 US1 City of Oshkosh Inspection Date:8/17/2021 8:13:37 AM o20210817080912.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.53 Detergents:0 ppm ppm mg/L Sample collected from submerged pool in manhole. units Temperature 72 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):3 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:801 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2021 Inspection Date:8/20/2020 8:38:07 AM o20200820083626.JPG Previous Rainfall (hrs):72+Flow:None Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:-- ppm ppm mg/L Flowline damp, but no collectable flow at time of inspection. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:None Sample Location: Illicit Discharge Potential:Unlikely Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2020 Inspection Date:11/5/2019 3:00:59 PM o20191105145942.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:-- Free Chlorine:-- pH:-- Detergents:1.3 ppm ppm mg/L Follow-up inspection for sampling - limited screening conducted. units Temperature --° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):8 Vegetation:None Benthic Growth:None Stains:None Ammonia:--ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:--µS/cm in. Condition Assessment Type:Repeat NotesInspector:JCW 2019 Inspection Date:10/8/2019 2:32:34 PM o20191008133058.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.45 Detergents:1 ppm ppm mg/L Sample collected from submerged pool in outfall. Detergent detected in sample. units Temperature 65 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):9 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:731 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2019 Page 2 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-995 US1 City of Oshkosh Inspection Date:10/26/2018 12:12:28 PM o20181025082910.JPG Previous Rainfall (hrs):72+Flow:Submerged, no flow Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:8.02 Detergents:0.85 ppm ppm mg/L Detergent detection follow-up. Limited screening conducted beyond sampling. units Temperature 54 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in): Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:1143 µS/cm in. Condition Assessment Type:Repeat NotesInspector:KMK 2018 Inspection Date:10/25/2018 8:28:36 AM o20181025082910.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.86 Detergents:0.4 ppm ppm mg/L Sample collected from submerged pool in outfall. Detergent detected in sample. units Temperature 50 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):2 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:Slight Non-illicit:None Conductivity:1011 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2018 Inspection Date:10/17/2017 8:51:34 AM o20171017084622.JPG Previous Rainfall (hrs):48-72Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.54 Detergents:0.8 ppm ppm mg/L Repeat inspection due to detergent. Detergent detected in manhole sample. units Temperature 61 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):7 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:582 µS/cm in. Condition Assessment Type:Repeat NotesInspector:JCW 2017 Inspection Date:10/3/2017 10:22:53 AM o20171003101932.JPG Previous Rainfall (hrs):72+Flow:Submerged, indeterminate Odor:None Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.45 Detergents:1.3 ppm ppm mg/L Sample collected from submerged pool in outfall. Detergent detected in sample. units Temperature 72 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):3 Vegetation:None Benthic Growth:None Stains:None Ammonia:0 ppm Sampling Results Submerged:Partially Sample Location:Pool Illicit Discharge Potential:Potential Gross Solids:None Non-illicit:None Conductivity:333 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2017 Page 3 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 16-995 US1 City of Oshkosh Inspection Date:6/6/2012 1:28:22 PM o20120606122856.JPG Previous Rainfall (hrs):72+Flow:Submerged, no flow Odor:Faint Color:None Turbidity:None Floatables:None Total Chlorine:0 Free Chlorine:0 pH:7.36 Detergents:0 ppm ppm mg/L Sample collected from pool in manhole. No flow entering either pipe. units Temperature 69 ° F Graffiti:None Damage:None Erosion:None Deposition:None Depth (in):1 Vegetation:None Benthic Growth:None Stains:Slight Ammonia:0 ppm Sampling Results Submerged:None Sample Location:Pool Illicit Discharge Potential:Unlikely Gross Solids:Slight Non-illicit:None Conductivity:411 µS/cm in. Condition Assessment Type:Ongoing NotesInspector:JCW 2012 Page 4 of 4Checked by:JCW - 12/11/2023 © 2023 Westwood Professional Services 2023 annual report Northeast Wisconsin Stormwater Consortium 2023 annual report NEWSC Mission: To facilitate efficient implementation of stormwater programs locally and regionally that will meet DNR and EPA regulatory requirements and maximize the benefit of stormwater activities to the watershed by: Fostering partnerships Sharing Information Seeking Administrative Efficiency Pooling Financial Resources The Northeast Wisconsin Stormwater Consortium was formed in 2005 as a subsidiary of the Fox-Wolf Watershed Alliance. The consortium is a collaborative of members with leadership elected annually from within its membership. PO Box 1861 Appleton, Wi 54912 NEWSC Coordinator: Alyssa Reinke Email: Alyssa@fwwa.org Phone: (920)851-4336 Northeast Wisconsin Stormwater Consortium Page 1 Brown County Calumet County Fond du Lac County Outagamie County Winnebago County City of Appleton City of De Pere City of Fond du Lac City of Green Bay City of Kaukauna City of Manitowoc City of Marinette City of Menasha City of Neenah City of Oshkosh City of Two Rivers Town of Algoma Town of Black Wolf Town of Buchanan Town of Clayton Town of Fond du Lac Town of Friendship Town of Grand Chute Town of Lawrence Town of Ledgeview Town of Neenah Town of Omro Town of Scott Town of Taycheedah Town of Vinland Village of Allouez Village of Ashwaubenon Village of Bellevue Village of Combined Locks Village of Eden Village of Fox Crossing Village of Greenville Village of Harrison Village of Hobart Village of Howard Village of Kimberly Village of Little Chute Village of N. Fond du Lac Village of Sherwood Village of Suamico University of WI – Oshkosh AECOM Ayres Associates Brown & Caldwell Cedar Corporation Contech Construction County Materials Davel Engineering Mach IV Engineering & Surveying Martenson & Eisele Mau & Associates McMAHON Group Mead & Hunt MSA Professional Services raSmith Robert E. Lee Associates Ruekert & Mielke Westwood Professional Services 2023 NEWSC Members Page 2 Carpet Cleaning Flyer http://www.renewourwaters.org/wp-content/uploads/2015/04/Professional- Carpet-Cleaning.pdf Carpet Cleaning Website http://www.renewourwaters.org/carpet-cleaning-2/ Carpet Cleaning Website Updated https://fwwa.org/2023/01/18/carpet-cleaning/ Greenhouses, Garden Centers, & Nurseries Fyer http://www.renewourwaters.org/wp-content/uploads/2015/04/Garden- Centers.pdf Professional Power Washing Flyer http://www.renewourwaters.org/wp-content/uploads/2015/04/Power-washing- for-the-professional-washer.pdf Power Washing Website http://www.renewourwaters.org/power-washing/ Concrete Washout Flyer http://www.renewourwaters.org/wp-content/uploads/2015/04/Concrete- Washout.pdf Construction Site Erosion & Sediment Control http://www.renewourwaters.org/wp-content/uploads/2019/07/Construction- BMPs-Erosion-Sediment-Control.pdf Dumpster Management Flyer http://www.renewourwaters.org/wp-content/uploads/2015/04/Dumpster- Management-bilingual-pamphlet.pdf Dumpster Managment Poster https://drive.google.com/file/d/1736Sg155_XWFND0kH4nHq1MQowgiuD8_/view? usp=sharing Parking Lot Maintenance Flyer http://www.renewourwaters.org/wp-content/uploads/2015/04/Parking-Lot- BMP.pdf annual report Part 2: Stormwater Program evaluation - minimum control measures MCM #1 Public Education & Outreach Topic #1: Illicit Discharge Detection & Elimination The resources below were created by NEWSC and are available for NEWSC members to print and mail out to local businesses, share on social media or have available to residents by printing and displayed at the office or other public venue. If used in the in the manner above: Delivery Mechanism would be passive. Page 3 Did you have inspectors in your community stop by any businesses this year? Did they do illicit discharge inspections and meet with area businesses about illicit discharge? If so, you can record those interactions as active outreach. Parking Lot Maintenance Flyer http://www.renewourwaters.org/wp-content/uploads/2015/04/Parking-Lot- BMP.pdf Winter Parking Lot Maintenance Flyer http://www.renewourwaters.org/wp-content/uploads/2019/11/Parking-Lot- Maintenance-Winter-BMPs.pdf Fish Don’t Swim in Chlorine Flyer http://www.renewourwaters.org/wp-content/uploads/2019/07/Pool-Spa- Discharge.pdf Fish Don’t Swim in Chlorine Website http://www.renewourwaters.org/pools-and-spas/ Fish Don’t Swim in Chlorine Website Updated https://fwwa.org/2023/01/18/fish-dont-swim-in-chlorine-2/ MCM #1 Public Education & Outreach Topic #1: Illicit Discharge Detection & Elimination The resources below were created by NEWSC and are available for NEWSC members to print and mail out to local businesses, share on social media or have available to residents by printing and displayed at the office or other public venue. If used in the in the manner above: Delivery Mechanism would be passive. Page 4 Did you have inspectors in your community stop by any businesses this year? Did they do illicit discharge inspections and meet with area businesses about illicit discharge? If so, you can record those interactions as active outreach. Page 5 NEWSC Active Presentation Delivery on Behalf of Members: Annual Watershed Cleanup - IDDE Education for Volunteers Fox-Wolf Watershed Alliance hosts Northeast Wisconsin’s largest volunteer trash cleanup May 6, 2023. We continue to add sites every year. Over 1,600 volunteers joined us in 2023 to clean up over 65 public sites in our watershed. Volunteers started the morning by meeting at their assigned sites, with their site leaders. They learn about trash collection and pollution (illicit discharge) in addition to how to properly retrieve, collect, and dispose of it. After the cleanup, trash weights are totaled and volunteers join us for our annual Cleanup Picnic. Fox-Wolf staff work the event to assist in the fun activities, but also to interact and educate the participants. There are 65+ cleanup sites located along the Fox River, the Wolf River, Lake Butte des Morts, Lake Winnebago, Lake Winneconne, the East River, the bay of Green Bay, and more throughout the Fox-Wolf River Basin. If your community would like a site added for 2024, contact Sharon (CleanUp@fwwa.org). Sites should have public access. Communities are asked to provide a site leader for the 1st year. *Additional data and volunteer trash totals can be found under MCM #2 Public Involvement and Participation (Volunteer Activities) Municipality Number of Volunteers Allouez 19 Appleton 196 Brown County 71 Calumet County 48 Combined Locks 41 De Pere 42 Fond du Lac 98 Fox Crossing 20 Grand Chute 11 Green Bay 114 Hortonville 52 Howard 23 Kaukauna 76 Kimberly 63 Ledgeview 38 Little Chute 56 Menasha 76 Neenah 118 New London 35 Oshkosh 226 Winnebago County 87 Winneconne 43 Wrightstown 24 Page 6 NEWSC Active Presentation Delivery on Behalf of Members: Annual Watershed Cleanup - IDDE Education for Volunteers Continued *Total number of active education participants by community Municipality Number of Active Education Volunteers Brown County 2 Fond du Lac County 1 Outagamie County 3 Winnebago County 1 City of Fond du Lac 2 City of Green Bay 1 City of Menasha 1 City of Oshkosh 2 NEWSC Active Presentation Delivery on Behalf of Members: 2023/2024 Chloride Monitoring - IDDE Education for Volunteers Chloride volunteers were trained and received active participation education. During trainings, participants learned about chlorides and their impact on our waterways, proper winter salting/maintenance practices, and Documentation numbers are below and detailed data and photos can be found on the Google Map. https://www.google.com/maps/d/u/0/viewer? mid=1hBOxrw1PIrzz9bsalgCTdElFGvjdrM0&ll=44.371693999171775%2C-88.29907499999997&z=8 Virtual/Online training recording: https://drive.google.com/file/d/1km9X-ez1lStSyE5hVRooJNMlkq7hF4Qr/view?usp=sharing *Total number of active education participants by community Page 7 Municipality Number of Active Education Volunteers Town of Algoma 1 Town of Grand Chute 1 Town of Ledgeview 1 Town of Neenah 1 Town of Vinland 1 Village of Fox Crossing 1 Village of Harrison 1 Village of Howard 1 *Additional data and volunteer totals can be found under MCM #2 Public Involvement and Participation (Volunteer Activities) Household Hazardous Waster Flyer http://www.renewourwaters.org/wp-content/uploads/2019/07/Household- Hazardous-Waste.pdf Hazardous Waste Website https://www.renewourwaters.com/our-pets-our-waters/ Household Hazardous Waste Website Updated https://fwwa.org/2023/01/18/household-hazardous-waste/ Carpet Cleaning Flyer http://www.renewourwaters.org/wp-content/uploads/2019/07/carpet- cleaning.pdf Carpet Cleaning Website http://www.renewourwaters.org/carpet-cleaning-2/ Carpet Cleaning Website Updated https://fwwa.org/2023/01/18/carpet-cleaning/ Kids Can Help Too Flyer http://www.renewourwaters.org/wp-content/uploads/2019/07/Kids-can-help- too.pdf Kids Can Help Too Website http://www.renewourwaters.org/kids-can-help-too-3/ Kids Can Help Too Website Updated https://fwwa.org/2023/01/18/kids-can-help-too/ Good Dog, Good Owner Flyer http://www.renewourwaters.org/wp-content/uploads/2019/07/Good-Dog-Good- Owner.pdf Good Dog, Good Owner Website http://www.renewourwaters.com/our-pets-our-waters/ Good Dog, Good Owner Website Update https://fwwa.org/2023/01/18/good-dog-good-owner/ Good Dog, Good Owner Infographic http://www.renewourwaters.org/wp-content/uploads/2019/07/Good-Dog-Good- Owner-Web-Ready.png Topic #2: Household Hazardous Waste Disposal/Pet Waste Management/Vehicle Washing The resources below were created by NEWSC and are available for NEWSC members to print and mail out to local businesses, share on social media or have available to residents by printing and displayed at the office or other public venue. If used in the in the manner above: Delivery Mechanism would be passive. Page 8 *Did you exhibit or do any community presentations that hit on these topics? If so, you can record those interactions as active outreach. Did you issues dog licenses? If you do and you talked with residents about proper pet waste management you can claim that interaction as active education. Did you host a household hazardous waste collection day? If you did and you talked with residents about impacts of improper disposal, count this as active outreach. Power Washing Flyer http://www.renewourwaters.org/wp-content/uploads/2019/07/Power-Washing- Home.pdf Power Washing Website http://www.renewourwaters.org/power-washing/ Fish Don’t Swim in Chlorine Flyer http://www.renewourwaters.org/wp-content/uploads/2019/07/Pool-Spa- Discharge.pdf Fish Don’t Swim in Chlorine Website http://www.renewourwaters.org/pools-and-spas/ Fish Don’t Swim in Chlorine Website Updated https://fwwa.org/2023/01/18/fish-dont-swim-in-chlorine-2/ Vehicle Maintenance Flyer http://www.renewourwaters.org/wp-content/uploads/2019/07/Vehicle- Maintenance.pdf Vehicle Maintenance Website http://www.renewourwaters.org/vehicle-maintenance-2/ Vehicle Maintenance Website Updated https://fwwa.org/2023/01/18/vehicle-maintenance/ Car Washing Infographic http://www.renewourwaters.org/wp-content/uploads/2019/07/Car-on- GrassSM.jpg Topic #2: Household Hazardous Waste Disposal/Pet Waste Management/Vehicle Washing Continued Page 9 *Did you exhibit or do any community presentations that hit on these topics? If so, you can record those interactions as active outreach. Do you issue permits for pools? If you do and you talked with residents about pool or spa discharge you can claim that interaction as active education. In 2023, we started to update and reformat a lot of our content. If you did not see our new website for Renew Our Waters, please check it out. There is still content being added in 2024. https://fwwa.org/what-we-do/renew-our-waters/ Additionally, NEWSC educational flyers can be found through the member portal. https://fwwa.org/what-we-do/newsc/newsc-member-resources/ Leave Your Leaves on Land Flyer http://www.renewourwaters.org/wp-content/uploads/2019/07/Leave-Your- Leaves-on-Land.pdf Leave Your Leaves on Land Website http://www.renewourwaters.org/leave-your-leaves-on-land/ Leave Your Leaves on Land Website Updated https://fwwa.org/2023/09/26/leaveyourleavesonland/ The Perfect Lawn Flyer http://www.renewourwaters.org/wp-content/uploads/2019/07/The-Perfect- Lawn.pdf The Perfect Lawn Website https://www.renewourwaters.org/the-perfect-lawn-3/ Perfect Landscapes Flyer http://www.renewourwaters.org/wp-content/uploads/2019/07/The-Pefect- Landscape-7.9.19.pdf Perfect Landscapes Website http://www.renewourwaters.org/the-perfect-landscape/ Perfect Landscapes Website Updated https://fwwa.org/2023/01/18/the-perfect-landscape/ Kids Can Help Too Flyer http://www.renewourwaters.org/wp-content/uploads/2019/07/Kids-can-help- too.pdf Kids Can Help Too Website http://www.renewourwaters.org/kids-can-help-too-3/ Kids Can Help Too Website Updated https://fwwa.org/2023/01/18/kids-can-help-too/ Topic #3: Yard Waste Management/Pesticide and Fertilizer Application The resources below were created by NEWSC and are available for NEWSC members to print and mail out to local businesses, share on social media or have available to residents by printing and displayed at the office or other public venue. If used in the in the manner above: Delivery Mechanism would be passive. Page 10 *Did you exhibit or do any community presentations that hit on these topics? If so, you can record those interactions as active outreach. Do you have a yard waste disposal site or require a permit/pass? If you do and you talked with residents about yard waste management you can claim that interaction as active education. Ice & Snow Control Flyer http://www.renewourwaters.org/wp-content/uploads/2019/07/Leave-Your- Leaves-on-Land.pdf Ice & Snow Control Website http://www.renewourwaters.org/ice-and-snow-control-3/ Ice & Snow Control Infographic http://www.renewourwaters.org/wp-content/uploads/2019/07/leaf-collection.jpg Sweep Grass Clippings Infographic http://www.renewourwaters.org/wp- content/uploads/2019/07/grassclippingsROW.jpg Page 11 *Did you exhibit or do any community presentations that hit on these topics? If so, you can record those interactions as active outreach. In 2023, we started to update and reformat our content. If you did not see our new website for Renew Our Waters, please check it out. There is still content being added in 2024. Please note, the links to the previous Renew Our Waters website will become inactive in 2024. If you link to the old site on any of your pages, make sure to update these in 2024. https://fwwa.org/what-we-do/renew-our-waters/ Additionally, NEWSC educational flyers can be found through the member portal. https://fwwa.org/what-we-do/newsc/newsc-member-resources/ Topic #3: Yard Waste Management/Pesticide and Fertilizer Application Continued The resources below were created by NEWSC and are available for NEWSC members to print and mail out to local businesses, share on social media or have available to residents by printing and displayed at the office or other public venue. If used in the in the manner above: Delivery Mechanism would be passive. Restore Your Shore Flyer https://drive.google.com/file/d/1Qcel0qumtuyfu204Qg9kMFa1BSZjb4DA/view? usp=sharing Topic #4: Stream and Shoreline Management The resources below were created by NEWSC and are available for NEWSC members to print and mail out to local businesses, share on social media or have available to residents by printing and displayed at the office or other public venue. If used in the in the manner above: Delivery Mechanism would be passive. Page 12 *Did you host a rain barrel workshop? If so, claim active outreach for this topic. *Did you meet with homeowners to educate them on streambank erosion and BMPs to reduce erosion? You can record these discussions as active outreach. Rain Barrel Flyer http://www.renewourwaters.org/wp-content/uploads/2019/04/Rain-Barrels- Handout.pdf Rain Barrel Website http://www.renewourwaters.org/rain-barrels/ Rain Barrel Website Updated https://fwwa.org/2023/01/18/rain-barrels-2/ The Perfect Lawn Flyer http://www.renewourwaters.org/wp-content/uploads/2019/07/The-Perfect- Lawn.pdf The Perfect Lawn Website https://www.renewourwaters.org/the-perfect-lawn-3/ Perfect Landscapes Flyer http://www.renewourwaters.org/wp-content/uploads/2019/07/The-Pefect- Landscape-7.9.19.pdf Perfect Landscapes Website http://www.renewourwaters.org/the-perfect-landscape/ Perfect Landscapes Website Updated https://fwwa.org/2023/01/18/the-perfect-landscape/ Grass Clippings Infographic http://www.renewourwaters.org/wp- content/uploads/2019/07/grassclippingsROW.jpg Topic #5: Residential Infiltration The resources below were created by NEWSC and are available for NEWSC members to print and mail out to local businesses, share on social media or have available to residents by printing and displayed at the office or other public venue. If used in the in the manner above: Delivery Mechanism would be passive. Stormwater & the Construction Industry Poster http://www.renewourwaters.org/wp-content/uploads/2019/07/Construction- BMPs-Erosion-Sediment-Control.pdf Erosion & Sediment Control Pocket Field Guide https://drive.google.com/file/d/1TBtgl61znizXDZyLoDRVRVNhxThD40kH/view? usp=sharing Topic #6: Construction Sites/Post Construction Stormwater Management The resources below were created by NEWSC and are available for NEWSC members to print and mail out to local businesses, share on social media or have available to residents by printing and displayed at the office or other public venue. If used in the in the manner above: Delivery Mechanism would be passive. Page 13 *Did you have active discussions regarding construction site erosion control? If you used these materials or other educational materials and had meetings/trainings (even 1 on 1 meetings with builders/contractors/inspectors) then you can record that interaction as an active outreach. This training may have included the NEWSC Excal Video below. Excal Visual Videos on Erosion Control available for member checkout in 2023 “Ground Control” – Stormwater for Construction BMPs This employee training kit is designed to show employees how erosion, sediments and other potential surface water pollutants are controlled at construction sites. The program focuses on Best Management Practices (BMPs) that are widely used at most construction sites including: silt fence, stabilized entrances/exits, drop inlet protectors and others. The program illustrates how these BMPs work and how they can fail. (14 minutes) Click here to preview from Excal Visual’s site: https://www.excalvisual.com/ground-control-extended-preview BMP Master List The purpose of the Stormwater Quality Management BMP master list is to allow MS4 and Public Works managers to easily search available stormwater and erosion control BMPs based on target pollutants, WDNR Technical Standards, and keywords. The master list provides insight into the benefits and limitations of each BMP, allowing the user to have a brief understanding of each device to help guide decision making when implementing or reviewing projects. The spreadsheet can be found on the NEWSC member resources page on newsc.org and HERE. Model Ordinance Reference Guides NEWSC’s Construction Site Erosion Control Reference Guide and Post-Construction Pollution Control Reference Guide – the companion documents to NEWSC’s model ordinances – have been updated and are available for member use. The documents can be found on the NEWSC member resources page on newsc.org. Fleet Maintenance https://drive.google.com/file/d/1fIRY40S5nhHZU_7cIwGTHtDfwgLt7wbu/view? usp=sharing Land Disturbances https://drive.google.com/file/d/1VujZccTojAWZhjVcp4e6A9HytWjVAkGu/view? usp=sharing Materials Storage and Spill Cleanup https://drive.google.com/file/d/1J_2_SuMYXwmOsqdpsdIlNR_0klJ3qKMu/view? usp=sharing Parks and Ground Maintenance https://drive.google.com/file/d/14r436EKrJM44x_iPgioWXFrspmqbTVAq/view? usp=sharing Solid Waste Operations https://drive.google.com/file/d/1r2gimtAsRanIpxSCevFntWMJwI5Z5tMS/view? usp=sharing Street and Drainage Maintenance https://drive.google.com/file/d/1KtikoiyMCIPVBhv5VOhYERUlrH52NFXo/view? usp=sharing Mowing https://drive.google.com/file/d/1h-tz-pzbTow-xMelISeG30YkN_L- uERr/view?usp=drive_link Leaf Collection https://drive.google.com/file/d/1ZSndB33w39XudANHWeTFRcaRjqaP144C/ view?usp=sharing Salt, Brine, & Sand https://drive.google.com/file/d/1W8GWi9CTSsTd1NbzfS2UQp5rxSXYea_P/v iew?usp=sharing Topic #7: Pollution Prevention The resources below were created by NEWSC and are available for NEWSC members to print and post by time clocks for training municipal staff. If used in the manner above: Delivery Mechanism would be passive. Page 14 *Did you have active pollution prevention trainings? If you used these materials or other educational materials and had meetings/trainings, then you can record that interaction as an active outreach. These trainings may have included the NEWSC Excal Videos below. Did you talk about any of the Municipal Staff PSAs with any employees, at a team meeting, or during a “tool box talk”? Municipal Staff PSAs "Rain Check" - Stormwater Pollution Prevention for MS4s Regulated municipalities and other municipal separate storm sewer system (MS4) operators must prevent pollutants from entering their storm drainage systems. One element of this requirement is preventing stormwater pollution by municipal facilities such as fleet maintenance shops, bus barns, sanitation facilities, parks and street sweeping operations. This program shows employees how to practice good housekeeping, spill response, materials management, vehicle fueling and washing and the other BMPs profiled in the “National Menu". {Program versions run between: 19 -and up to- 31 minutes)” Click here to preview from Excal Visual’s site: https://www.excalvisual.com/swrc-extended- preview "Storm Warnings" - Stormwater Pollution Prevention This training kit is designed to provide general awareness training to employees and contractors about stormwater pollution prevention. It describes Best Management Practices (BMPs) that are useful and important at a wide range of regulated facilities. It covers good housekeeping and other BMPs that help protect stormwater run-off. The kit includes a template to guide the trainer through creating site specific training to use in addition to the general training in the video. (18 minutes) Click here to preview from Excal Visual’s site: https://www.excalvisual.com/storm-warning-extended- preview Topic #7: Pollution Prevention Continued Page 15 Excal Visual Videos on Pollution Prevention available for member checkout in 2023 Stormwater Topic: Discussed?Stormwater Topic: Discussed? Illicit Discharge Detection & Elimination YES Residential Infiltration YES Household Hazardous Waste Disposal/Pet Waste Management/Vehicle Washing YES Construction Sites and Post Construction Stormwater Management YES Yard Waste Management/Pesticide and Fertilizer Application YES Pollution Prevention YES Stream and Shoreline Management YES Green Infrastructure/Low Impact Development NO 2023 School Presentations Page 16 Active outreach that covers multiple topics The presentations and exhibiting events on the pages that follow can count towards active delivery of any of the topics identified in the table associated with the presentation. Topic #8: Green Infrastructure/Low Impact Development NEWSC will be gathering resources for members to use going forward in 2024. *Did you have active discussion with elected officials or developers about low impact residential design? If you had meetings/trainings or provided presentations on the topic, then you can record that interaction as an active outreach. Name of School/School Event Date of Presentation Number of Approximate Reach Oshkosh North High School 2/15/2023 60 Black Creek Elementary Middle School 9/27/2023 35 Xavier Middle School, Appleton 9/27/2023 111 Horizons Elementary School, Appleton 9/27/2023 88 Columbus, Appleton 9/27/2023 20 St. Peters Lutheran 9/27/2023 29 River View Middle School, Kaukauna 9/28/2023 300 2023 School Presentations Continued The following presentations were provided in classrooms or virtually in NEWSC communities throughout the Fox- Wolf River Basin in 2023. These lessons covered watershed basics, how we use water, water quality, stormwater runoff pollution, floodplains, water quantity issues, green infrastructure, and tips for students and parents for reducing and preventing polluted stormwater runoff. Tools used for providing this education include: EnviroScape model, Ward’s Floodplain model, stormwater find-it jars, stormwater runoff plinko, and templates for designing storm drain murals. Page 17 Outagamie County Conservation Field Days 9/27/2023; approximate reach 303 9/28/2023; approximate reach 341 Stormwater Topic: Discussed?Stormwater Topic: Discussed? Illicit Discharge Detection & Elimination YES Residential Infiltration YES Household Hazardous Waste Disposal/Pet Waste Management/Vehicle Washing YES Construction Sites and Post Construction Stormwater Management NO Yard Waste Management/Pesticide and Fertilizer Application YES Pollution Prevention YES Stream and Shoreline Management YES Green Infrastructure/Low Impact Development NO 2023 NEWSC Exhibiting The presentations and exhibiting events on the pages that follow can count towards active delivery of any of the topics identified in the table associated with the presentation. Page 18 Municipality Date Number of Contacts Calumet County 6/25/2023 183 City of Menasha 11/9/2023 60 City of Appleton 8/15/2023 10 City of De Pere 8/30/2023 18 City of Fond du Lac 6/11/2023 108 City of Fond du Lac 6/10/2023 358 City of Green Bay 6/17/2023 9 City of Green Bay 3/24/2023 11 City of Kaukauna 9/23/2023 55 City of Oshkosh 4/13/2023 8 City of Oshkosh 3/17/2023 20 City of Oshkosh 1/25/2023 12 Town of Clayton 8/19/2023 83 Town of Grand Chute 8/1/2023 105 Town of Ledgeview 4/4/2023 32 University of Wisconsin Oshkosh 10/11/2023 15 Village of Ashwaubenon 8/12/2023 64 Village of Combined Locks 8/26/203 102 Village of Kimberly 10/20/2023 1500 2023 Exhibiting Page 19 2024 2025 City of Fond du Lac City of Green Bay City of Two Rivers City of Menasha Outagamie County Calumet County City of De Pere Village of Combined Locks City of Manitowoc Village of Hobart City of Neenah Village of Little Chute Town of Vinland Town of Black Wolf Town of Omro Town of Fond du Lac Village of Little Chute (2023) Village of Suamico (2023) Brown County (2023) NEWSC 2024-2025 Exhibiting List NEWSC member communities are included in an annual exhibiting plan once during the 5 year permit cycle. Communities planned for 2024 and 2025 are listed below: Page 20 To ensure your space is reserved NEWSC members must: Contact the Outreach Coordinator by March 30 of the year you are scheduled with the name of the event, date of the event, and the contact information for the event organizer that you would like the Outreach Coordinator to be a part of. 1. Work with the Outreach Coordinator and the event organizer to ensure acceptance of NEWSC participation at the event. The NEWSC member must pay any exhibiting fees (if applicable) for the event. For most community events, NEWSC members are able to coordinate with the event host for a free exhibiting space, if the event chosen does not waive exhibiting fees for the community, those fees are the responsibly of the NEWSC member. 2. If communities do not schedule the Outreach Coordinator to participate by March 30, invitations to the Outreach Coordinator from other communities for events will be entertained and all will be accepted as time is available on a first come first serve basis. If the Outreach Coordinator is unable to exhibit in your community due to workload or date of event, NEWSC members may check out exhibiting materials from NEWSC. Promotional materials will be provided as part of the exhibiting display if NEWSC has promotional items to hand out. Date Topic Likes Shares Link 1/12/2023 Salt 11 5 https://www.facebook.com/photo/? fbid=545314397783392&set=a.189201083394727 1/13/2023 Salt 6 2 https://www.facebook.com/photo/? fbid=538728978441934&set=a.189201083394727 1/14/2023 Salt 50 5 https://www.facebook.com/photo/? fbid=527852029529629&set=a.189201083394727 1/15/2023 Salt 3 0 https://www.facebook.com/photo/? fbid=520330486948450&set=a.189201083394727 2/9/2023 Watersheds 15 5 https://www.facebook.com/foxwolfriver/posts/pfbid0d7iz2hD2 neXiQ4hq6crHG4J5UGPJECTJksvdNWpb3PsnnTWjXH4Pv7xq67 mBjnvRl 2/20/2023 Carpet Cleaning 3 3 https://www.facebook.com/foxwolfriver/posts/pfbid028okTXb WTADZ7jZbd5YUBCoNSjdnwqH4bhwnqSGjpm1MTK4rSRoVFTo LQddEuERBHl 3/22/2023 Protect Our Waters 11 4 https://www.facebook.com/photo/? fbid=527852029529629&set=a.189201083394727 4/24/2023 Trash 10 2 https://www.facebook.com/photo/? fbid=545314397783392&set=a.189201083394727 5/23/2023 Watersheds 2 1 https://www.facebook.com/photo/? fbid=561599219488243&set=a.189201083394727 6/23/2023 Fireworks 4 3 https://www.facebook.com/photo/? fbid=578774857770679&set=a.189201083394727 7/2/2023 Fireworks 4 3 https://www.facebook.com/photo/? fbid=583670827281082&set=a.189201083394727 7/27/2023 Storm Drains 4 4 https://www.facebook.com/photo/? fbid=596710952643736&set=a.189201083394727 7/31/2023 Pools & Spas 10 3 https://www.facebook.com/photo/? fbid=598496189131879&set=a.189201083394727 Passive outreach that covers multiple topics NEWSC Media Continued by Topic Topic #1: Illicit Discharge Detection & Elimination Page 21 Topic#1 Total Facebook: Likes: 203 Shares: 72 *Did you share any of these Facebook posts through your communities Facebook account? If so, you can record those as passive outreach. Facebook: Likes: 398 Shares:196 Followers: 5.079 Instagram: Likes:170 Followers: 1,083 2023 Totals Date Topic Likes Shares Link 8/1/2023 Stormwater 101 4 1 https://www.facebook.com/foxwolfriver/posts/pfbid02jdvEeYb W8zmEmp2ZvKZj8YToVjXWzvvxW3TowcfanC14Rno62Nw6bEU LQui2EsBSl 8/5/2023 Stormwater Week 8 6 https://www.facebook.com/photo/? fbid=601421268839371&set=a.189201083394727 8/7/2023 Watersheds & Runoff 4 1 https://www.facebook.com/foxwolfriver/posts/pfbid0257hRo8 b5iLpiTWZ73JjvWSBhHq1jrvUWKvaW66oPmPdxLp8UYamvjwC dGvaLp2NZl 8/11/2023 Storm Drains 101 3 0 https://www.facebook.com/photo/? fbid=604333061881525&set=a.189201083394727 10/9/2023 Trash 9 2 https://www.facebook.com/photo/? fbid=634621502186014&set=a.189201083394727 10/31/2023 Storm Drains 9 3 https://www.facebook.com/photo/? fbid=646522444329253&set=a.189201083394727 11/10/2023 Chloride Monitoring 19 7 https://www.facebook.com/photo/? fbid=651687117146119&set=a.189201083394727 11/28/2023 Trash/Litter 3 1 https://www.facebook.com/photo/? fbid=660813026233528&set=a.189201083394727 12/13/2023 Winter Maintenance 11 11 https://www.facebook.com/photo/? fbid=668521438796020&set=a.189201083394727 NEWSC Media by Topic Topic #1: Illicit Discharge Detection & Elimination Continued Page 22 *Did you share any of these Facebook posts through your communities Facebook account? If so, you can record those as passive outreach. Facebook: Likes: 203 Shares: 72 NEWSC Media by Topic Topic #2:Household Hazardous Waste Disposal/Pet WasteManagement/Vehicle Washing Page 23 Date Topic Likes Shares Link 2/9/2023 Watersheds 15 5 https://www.facebook.com/foxwolfriver/posts/pfbid0d7iz2hD2 neXiQ4hq6crHG4J5UGPJECTJksvdNWpb3PsnnTWjXH4Pv7xq67 mBjnvRl 2/20/2023 Carpet Cleaning 3 3 https://www.facebook.com/foxwolfriver/posts/pfbid028okTXb WTADZ7jZbd5YUBCoNSjdnwqH4bhwnqSGjpm1MTK4rSRoVFTo LQddEuERBHl 3/8/2023 Pet Waste 8 18 https://www.facebook.com/photo/? fbid=520330486948450&set=a.189201083394727 3/22/2023 Protect Our Waters 11 4 https://www.facebook.com/photo/? fbid=527852029529629&set=a.189201083394727 4/12/2023 Household Hazardous Waste 4 10 https://www.facebook.com/photo/? fbid=538728978441934&set=a.189201083394727 4/28/2023 Household Hazardous Waste 3 0 https://www.facebook.com/photo/? fbid=547464947568337&set=a.189201083394727 5/23/2023 Watersheds 2 1 https://www.facebook.com/photo/? fbid=561599219488243&set=a.189201083394727 6/23/2023 Fireworks 4 3 https://www.facebook.com/photo/? fbid=578774857770679&set=a.189201083394727 7/2/2023 Fireworks 4 3 https://www.facebook.com/photo/? fbid=583670827281082&set=a.189201083394727 7/21/2023 Vehicle Washing 6 2 https://www.facebook.com/photo/? fbid=593768889604609&set=a.189201083394727 7/27/2023 Storm Drains 4 4 https://www.facebook.com/photo/? fbid=596710952643736&set=a.189201083394727 Facebook: Likes: 123 Shares: 58 *Did you share any of these Facebook posts through your communities Facebook account? If so, you can record those as passive outreach. Date Topic Likes Shares Link 8/1/2023 Stormwater 101 4 1 https://www.facebook.com/foxwolfriver/posts/pfbid02jdvEeYb W8zmEmp2ZvKZj8YToVjXWzvvxW3TowcfanC14Rno62Nw6bEU LQui2EsBSl 8/7/2023 Watersheds & Runoff 4 1 https://www.facebook.com/foxwolfriver/posts/pfbid0257hRo8 b5iLpiTWZ73JjvWSBhHq1jrvUWKvaW66oPmPdxLp8UYamvjwC dGvaLp2NZl 8/11/2023 Storm Drains 101 3 0 https://www.facebook.com/photo/? fbid=604333061881525&set=a.189201083394727 10/2/2023 School Presentations 39 0 https://www.facebook.com/photo/? fbid=634621502186014&set=a.189201083394727 10/31/2023 Storm Drains 9 3 https://www.facebook.com/photo/? fbid=646522444329253&set=a.189201083394727 NEWSC Media Continued by Topic Topic #2:Household Hazardous Waste Disposal/Pet Waste Management/Vehicle Washing Continued Page 24 Facebook: Likes: 123 Shares: 58 *Did you share any of these Facebook posts through your communities Facebook account? If so, you can record those as passive outreach. NEWSC Media by Topic Topic #3: Yard Waste Management/Pesticide and Fertilizer Application Page 25 Date Topic Likes Shares Link 5/8/2023 Grass 28 26 https://www.facebook.com/photo/? fbid=553111050337060&set=a.189201083394727 5/26/2023 Spring Fertilizer 6 3 https://www.facebook.com/photo/? fbid=563133106001521&set=a.189201083394727 6/5/2023 Landscaping 9 3 https://www.facebook.com/photo/? fbid=568703508777814&set=a.189201083394727 8/9/2023 Lawn Care (Grass)8 1 https://www.facebook.com/photo/? fbid=603230935325071&set=a.189201083394727 8/10/2023 Leaves & Streets 4 0 https://www.facebook.com/photo/? fbid=603674405280724&set=a.189201083394727 8/10/2023 Leaves 101 5 0 https://www.facebook.com/photo/? fbid=603911565257008&set=a.189201083394727 9/25/2023 Leaves 12 26 https://www.facebook.com/photo/? fbid=627327342915430&set=a.189201083394727 10/12/2023 Leaves 8 14 https://www.facebook.com/photo/? fbid=636347435346754&set=a.189201083394727 10/23/2023 Leaves 3 0 https://www.facebook.com/photo/? fbid=642450591403105&set=a.189201083394727 Facebook: Likes: 83 Shares: 73 Topic #4: Stream and Shoreline Management Date Topic Likes Shares Link 11/1/2023 Shoreline Restoration 30 8 https://www.facebook.com/photo/? fbid=647204184261079&set=a.189201083394727 Topic #5: Residential Infiltration Facebook: Likes: 22 Shares: 13 Date Topic Likes Shares Link 6/16/2023 Rain Barrels 10 12 https://www.facebook.com/photo/? fbid=647204184261079&set=a.189201083394727 8/8/2023 Rain Collection 101 12 1 https://www.facebook.com/photo/? fbid=602939862020845&set=a.189201083394727 Media Outlet Topic Publish Date Link WFRV Channel 5 Trash Clean up 9/22/2023 https://www.wearegreenbay.com/local5live/ce lebrate-the-fox-river-when-you-focus-on-fox/ Fox-11 Cleanup & Shoreline Restoration 9/21/2023 https://fox11online.com/news/making-a- difference/oshkosh-north-high-school- students-transform-911-remembrance-into-a- day-of-community-service-akans-acres- communities-program-oasd# NBC-26 Student Watershed Activism (Oshkosh North) 9/11/2023 https://www.nbc26.com/oshkosh/rememberin g-9-11-oshkosh-north-students-give-back-to- community Fox-11 Student Watershed Activism (Oshkosh North) 4/25/2023 https://fox11online.com/sports/outdoors/oshk osh-north-high-school-students-collaborate- nonprofit-fishing-line-receptacles-trash-free- waters-kelly-reyer-asylum-bay-park- lighthouse-ken-robl-conservation-park- environment WBAY TV-2 Student Watershed Activism (Oshkosh North) 4/25/2023 https://www.wbay.com/2023/04/26/oshkosh- north-students-clean-up-broken-fishing-lines- local-waters/ WPR Salt Drawbacks 2/2/2023 https://www.wpr.org/education/using-road- salt-has-its-drawbacks-wisconsin-community- leaders-see-solution-brine NEWSC Media/News Coverage Estimated reach for Media/News Coverage by the following sources is 100,000+ and is a passive form of outreach/education. Page 26 Media Outlet Topic Publish Date Link 620WTMJ Salt Usage 1/29/2023 https://wtmj.com/news/2023/01/29/local- organizations-bring-awareness-to-salt-usage/ WBAY Salt Awareness Week 1/23/223 https://www.wbay.com/2023/01/24/interview- salt-awareness-week/ WeAreGreenBay Salt 1/18/2023 https://www.wearegreenbay.com/news/local- news/salt-leaving-bad-taste-in-mother- natures-mouth-research-shows-high-chloride- levels-in-wisconsin-rivers/ Fox11 Manitowoc Salting Cups 1/10/2023 https://fox11online.com/weather/weather- stories/manitowoc-providing-salt-cups-to- prevent-over-salting-in-wintry-weather NEWSC Media/News Coverage Continued Estimated reach for Media/News Coverage by the following sources is 100,000+ and is a passive form of outreach/education. Page 27 Page 28 Annual Report Part 2: Stormwater Program Evaluation Minimum Control Measures MCM # 2 Public Involvement and Participation - Volunteer Activities This year the clean up hosted a photo contest live on Facebook! Direct link to the contest album: https://www.facebook.com/media/set? vanity=foxwolfriver&set=a.560843009563864 Direct link to the full 2023 Cleanup album: https://www.facebook.com/media/set/? vanity=foxwolfriver&set=a.558480689800096 NEWSC Active Delivery on Behalf of Members: Volunteer Event - Annual Watershed Cleanup May 6, 2024 Fox-Wolf Watershed Alliance continues to add sites every year. If your community would like a site added for 2024, contact Sharon (CleanUp@fwwa.org). Sites should have public access. Communities are asked to provide a site leader for the 1st year. Municipality Number of Volunteers Allouez 19 Appleton 196 Brown County 71 Calumet County 48 Combined Locks 41 De Pere 42 Fond du Lac 98 Fox Crossing 20 Grand Chute 11 Green Bay 114 Hortonville 52 Howard 23 Kaukauna 76 Kimberly 63 Ledgeview 38 Little Chute 56 Menasha 76 Neenah 118 New London 35 Oshkosh 226 Winnebago County 87 Winneconne 43 Wrightstown 24 Page 29 2023 Annual Cleanup Volunteer Totals by Community Chloride Monitoring: Fall 2022/Winter 2023 This is considered active participation. Documentation numbers are below and detailed data and photos can be found on the Google Map. https://www.google.com/maps/d/u/0/viewer? mid=1hBOxrw1PIrzz9bsalgCTdElFGvjdrM0&ll=44.371693999171775%2C-88.29907499999997&z=8 Page 30 Municipality Number of Active Education Volunteers Brown County 2 Fond du Lac County 1 Outagamie County 3 Winnebago County 1 City of Fond du Lac 2 City of Green Bay 1 City of Menasha 1 City of Oshkosh 2 Municipality Number of Active Education Volunteers Town of Algoma 1 Town of Grand Chute 1 Town of Ledgeview 1 Town of Neenah 1 Town of Vinland 1 Village of Fox Crossing 1 Village of Harrison 1 Village of Howard 1 other newsc efforts: Page 31 Workshops and Trainings Stormwater Quality Management Half Day Workshop Workshop assumed attendees have some knowledge of stormwater management and Appendix A and C of the permit. Continuing Education Credits were be offered. This training gave participants a unique opportunity to work and talk directly with WDNR, local municipalities, and consultants on TMDL requirements and future goals. Agenda: https://docs.google.com/document/d/131k3UMywejqqrq7bvHtDSY5TcZAqhO7D/edit? usp=drive_link&ouid=101153216035145320311&rtpof=true&sd=true September 14, 2023 7:45 am to 12:00 pm Coughlin Center - 625 E County Rd Y, Oshkosh, WI 54901 Room B *See Attendance list on the next page Presenter List: Pete Wood (WDNR) Chris Linskens (WDNR) Justing Gierach (City of Oshkosh) Mark Van Der Wegen (Town of Grand Chute) Brent Jalonen (Calumet County) Nick Waldschmidt (City of Fond du Lac) Jack Richeson (Martenson & Eisele) Committee List: Chair Person - Sue Olson (City of Appleton) Committee Members- George Dearborn (Village of Fox Crossing) Paul Willis (Mean & Hunt) Abby Manslanka (Martenson & Eisele) Justin Keen (Cedar Corp) Rich Heath (Town of Algoma) Heather Zaunmueller (AECOM) Chuck Boehm (Brown & Caldwell) AbbyMaslanka -Martenson &Eisele Alyssa Deckert- City ofOshkosh Andy Maracini - WinnebagoCounty Austin Dyb-OutagamieCounty Brad Busse-City ofManitowoc Brent Jalonen -CalumetCounty CaseyCanady-City ofOshkosh Chase Kuffel-City of De Pere Chris Linskens-WDNR Chuck Boehm-Brown &Caldwell Claire Ebben-OutagamieCounty Dan Dieck -Village of FoxCrossing Dan Rammer-MSAProfessionalServices Don O’Connel-Town ofVinland GeorgeDearborn-Village of FoxCrossing HeatherZaunmueller-AECOM Jack Richeson-City ofMenasha Jeff Schultz-Martenson &Eisele JenniferLiimatta-Robert E LeeAssociates Jimmy Platz-AECOM Jordan Bovee-Cedar Corp Joseph Pingel-Cedar Corp Josh Ruplinger-UW Oshkosh Justin Gierach-City ofOshkosh Justin Keen-Cedar Corp Kelly O’Malley-City of GreenBay Kia Kling-Village of FoxCrossing Kris Lyons-Village of LittleChute Mark Van DerWegen-Town of GrandChute Matt Woicek-Village of LittleChute Max McGuire-City of GreenBay Michael Leidig-Robert E LeeAssociates MichaelMorman-OutagamieCounty NickWaldschmidt-City of Fonddu Lac Pete Wood-WDNR Richard Heath-Town ofAlgoma Scott Ahl-City of TwoRivers Sean Bekx-West WoodProfessionalServices Sue Olson-City ofAppleton Todd Devens-Town ofVinland Valerie Joosten-City of GreenBay Page 32 2023 Stormwater Quality Management Committee TMDL Half Day Workshop Attendance: Chair Heath Kummerow (2022 -2023) City of Neenah Vice-Chair Brent Jalonen (2022-2023) Calumet County Secretary/Treasurer Rich Heath (2022-2023) Town of Algoma Past-Chair Eric Rakers (2022-2023) City of De Pere Municipal Committee James Rabe (2022-2024) City of Oshkosh General Public Committee Andy Maracini (2022-2024) Winnebago County Building & Development Committee Brad Hartjes (2021-2024) raSmith Stormwater Quality Management Committee Sue Olson (2023-2024) City of Appleton Member-At-Large Dani Santry (2022-2024) Calumet County Member-At-Large Paul Willis (2023-2024) Mead & Hunt Member-At-Large Mark Van Der Wegen (2023-2024) Town of Grand Chute Thank you 2023 Leadership Council Members! Page 33 General Public Committee Municipal Committee Stormwater Quality Management Committee Building & Development Committee Andy Maracini - Winnebago County Dani Santry - Calumet County George Dearborn - Village of Fox Crossing Brian Wayner - Westwood Professional Services James Rabe - City of Oshkosh Jeff Mazanec - raSmith Scott Ahl - City of Two Rivers John Neumerier - City of Kaukauna Sue Olson - City of Appleton Sue Olson - City of Appleton George Dearborn - Village of Fox Crossing Paul Willis - Mead & Hunt Abby Maslanka - Martenson & Eisle Justin Keen - Cedar Corporation Rich Heath - Town of Algoma Heather Zaunmueller - AECOM Chick Boehm - Brown & Caldwell Brad Hartjes - raSmith Nick Waldschmidt - City of Fond du Lac Brent Jalonen - Calumet County Patrick Kuehl - Robert E Lee & Associates Chad VandenLangenberg - Outagamie County Katie Buchalski - Ruekert-Mielke Thank you 2023 Committee Members! City of Oshkosh Ground Control Conference 09/22/2023 @ 10:30 a.m. Name Affiliation Casey Canady City of Oshkosh Justin Gierach City of Oshkosh Branden Strayer PTS Dave Sommers Donny Skinkis Matt Mashuda Mashuda John Mashuda Zach Mashuda Brennan Mashuda Ian Murphy MCC City of Oshkosh Ground Control Conference 05/25/2023 @ 8:00 a.m. Name Affiliation Casey Canady City of Oshkosh Justin Gierach City of Oshkosh Craig Ramthun City of Oshkosh Alyssa Deckert City of Oshkosh Chris Hanson Fox River Landscaping Charly Boelter Ground Effects Mike Hobolich Hard Rock Sawing Drilling Brad Jacobson LaLonde Justin Kenneke NEA 3/1/2024 1 Please type your name (first and last) and affiliation into the chat for attendance. CITY OF OSHKOSH EROSION CONTROL PRESENTATION Objectives •Prevent Avoidable Problems •Everyone is Responsible •Know What to do •Save Time and Money •Installation Sequencing Plan EC FIRST •Rework costs Time, Money, and Headaches •Project Shut Down if not Implemented or Maintained RESPONSIBLE PARTIES •GENERAL CONTRACTOR –Responsible for ENTIRE SITE –Need to follow up with Sub-Contractors to ensure they are following BMP’s daily –Must manage entire site until final site restoration is completed and growing to 70% •SUB CONTRACTOR –Need to manage their working area BMP’s daily –Should not rely on General to manage their working area and BMP’s •EVERYONE MUST CLEAN UP AT END OF DAY & SWEEP CHAIN OF COMMAND •Site Inspector is first point of contact –Site inspector will inform Craig Ramthun of all erosion control issues –Any issues the site inspector finds must be corrected by end of day •Second point of contact is Alyssa Deckert •Third point of contact is Justin Gierach 3/1/2024 2 EROSION CONTROL ENFORCEMENT •If DNR arrives on site contact ALYSSA / MIKE IMMEDIATELY •The inspector has the right to shut down the contractor for erosion control issues –See Section 100.34 of the Standard Specifications •The City will conduct all weekly and rain event inspections for the project site DNR PERMIT REQUIRED INSPECTIONS •The City will inform site inspector of all issues •The City will attempt to inform the contractor onsite of any issues –This will be done by talking to the workers on site •The City will send a formal inspection form to the general contractor following inspections –Any issues on the form need to be addressed within 24 hours –The contractor will send photos of the completed corrective measures once they have been completed to Casey. •This will avoid the potential for liquidated damages if repetitive issues are reoccurring. •Severe violations will result in mandatory refresher ground control trainings for all crews involved and potentially liquidated damages. PERMITRACK INSPECTION FORM Greater Elkhart County Stormwater Partnership Inspection Report Villas at Waterford Commons Second (2015) Address 1800-2100 Regent Dr. Goshen IN 46526 View Project View Inspection Inspector:Karol Gosk, Project Engineer (574) 533-9913 kgosk@abonmarche.com 03/02/2020 02 : 40 PM Warm, Sunny 48 F 03/02/2020 0.22 in CoCoRahs Routine Inspection Date: Inspection Time: Weather Trends: Temperature: Last Precip. Date: Last Precip. Amount: Last Precip. Source: Reason for Inspection: Comments: Inspection Items Name: Perimeter Control -- Mulch/ Composite Silt Sock Required: Yes Status: Inactive Inspected: Yes Condition: N/A Description: Silt sock properly installed and maintained. Comment:Not in use at the project. Name: Wash Out Facilities -- Concrete Washout Signage Required: Yes Status: Inactive Inspected: Yes Condition: N/A Description: Signage must be placed at concrete washout, confirming location for drivers. Page 1 of 7 I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and provided the information submitted. Based on my inquiry of the person or persons who managed this system or those persons directly responsible for gathering the information, the information submitted, is to the best of my knowledge and belief true, accurate and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Signature Date Page 7 of 7 PERMITRACK INSPECTION FORM Name: Perimeter Control -- Silt Fence Required: Yes Status: Active Inspected: Yes Condition: Not Applied Description: Silt fence is properly installed and maintained. Must be securely entrenched and staked with adjoining sections wrapped together, not overlapped. Ends should be turned up slope to prevent bypass. Comment:No fencing installed at the project. Name: Sediment Control -- Individual lot controls Required: Yes Status: Active Inspected: Yes Condition: Not Applied Description: Individual lot controls are properly installed and maintained. This includes perimeter controls at front and rear of lots, and along side yards next to finished lots and common areas, stable construction entrance, washout area, and inlet protection.Comment:No erosion control measures are in use at the project. Name: Perimeter Control -- Silt Fence Required: No Status: Active Inspected: Yes Condition: Not Applied Description: Silt fence is properly installed and maintained. Must be Page 4 of 7 Name: Admin / Site Management -- Permits & SWPPP Contact Posted Required: Yes Status: Active Description: Inspected: Yes Condition: Routine Maintenance Rule 5 Notice of Intent (NOI) and SWPPP Contact Information (Trained Individual) must be posted in a visible location near site entrance. Posting is wet.Comment: Page 6 of 7 TRACKOUT CONTROL TRACKING PAD NOT INSTALLED PROPERLY INSTALLED TRACKING PAD MANUFACTURED TRACKOUT CONTROL TRACKING PAD HAS FAILED MANUFACTURED TRACKOUT CONTROL 3/1/2024 3 TRACKING PAD WDNR TECH STANDARD 1057 •Tracking pad must be installed prior to traffic leaving the site •STONE SIZE –No longer require 3 to 6 inch clear or washed stone only •TRACKING PAD SIZING –12” Deep, 12’ wide, minimum of 50’ long •Fabric shall be installed under the stone when needed. •Can utilize manufactured trackout control devices. TRACKING PAD FAILURE TRACKING PAD REQUIRES REPLACEMENT TRACKING PAD HAS FAILED TRACKOUT CONTROL WDNR TECH STANDARD 1057 •If trackout control is failing, corrective measures are required –Signs of Trackout Control Failure •Stone in tracking pad compacted/full of mud •Mud being tracked onto road surface –Corrective Measures Upon Failure •Scrape road surface with flat shovel or machine •Sweep road surface with broom or machine •Replace or add stone to tracking pad OFFSITE SEDIMENT MATERIAL TRACKED ON ROAD MATERIAL TRACKED ON ROAD MATERIAL TRACKED ON ROAD MATERIAL TRACKED ON ROAD TRACKOUT CONTROL / OFFSITE SEDIMENT CORRECTION MECHANICAL STREET SWEEPING WITH DUST CONTROL MECHANICAL STREET SWEEPING WITHOUT DUST CONTROL (Need to control dust) 3/1/2024 4 SOMEONE PHYSICALLY SCRAPES THE ROAD SOMEONE PHYSICALLY SWEEPS ROAD OFFSITE SEDIMENT TRACKING •All sediment shall remain within the working area –On road reconstruction projects, a tracking pad may be required. –On project sites, multiple tracking pads may be required to eliminate the transport of sediment to the road surface. •If sediment does leave the project area it must be cleaned up in a timely manner. CONCRETE CUTTING CONCRETE SAW CUTTING BEFORE PAVEMENT REMOVAL (NOT CLEANED UP) CONCRETE SAW CUTTING AFTER PAVING (WINDROW THAT REQUIRES REMOVAL) CONCRETE SAW CUTTING WITH INLET PROTECTION INSTALLED AND STONE BAGS CONCRETE SAW CUTTINGS COLLECTED BY INLET PROTECTION CONCRETE WASHOUT CONCRETE WASHOUT INTO AN INLET PROTECTION (UNAPPROVED) CONCRETE WASHOUT INTO SIMPLE CONTAINMENT AREA (APPROVED) CONCRETE PAVING / SAW CUTTING •Inlet protection must be installed before any concrete cutting begins •Material must be cleaned up immediately after cutting •Concrete cuttings / sludge is extremely toxic •Inlets and flowline are not to be used for concrete clean out •No vehicle traffic on newly paved concrete until it has been swept to reduce concrete dust from blowing 3/1/2024 5 INLET PROTECTION INLET PROTECTION NEEDS TO BE INSTALLED PROPERLY INLET PROTECTION NEEDS TO BE SIZED APPROPRIATELY FOR THE INLET INLET PROTECTION REQUIRES A 2X4 OR 2X2 TO FUNCTION CORRECTLY INLET PROTECTION REQUIRES A 2X4 OR 2X2 TO FUNCTION CORRECTLY NOT AN APPROVED FORM OF INLET PROTECTION INLET PROTECTION SHOULD NEVER BE YOUR ONLY BMP INLET PROTECTION NOT INSTALLED INLET PROTECTION NOT INSTALLED BUT SOMEONE TOOK THE TIME TO INSTALL SEDIMENT LOGS INLET PROTECTION REQUIRES DAILY MAINTENANCE INLET PROTECTION REQUIRES DAILY MAINTENANCE 3/1/2024 6 INLET PROTECTION REQUIRES DAILY MAINTENANCE INLET PROTECTION REQUIRES DAILY MAINTENANCE FLOW LINES LEADING TO INLETS NEED TO BE KEPT CLEAN AT ALL TIMES DON’T LET YOUR FLOW LINES GET TO THIS POINT SEDIMENT SETTLES AROUND INLET PROTECTION, SO REMEMBER TO REMOVE DEBRIS ONCE VEGETATION IS ESTABLISHED INLET PROTECTION DOES COLLECT A LOT OF SEDIMENT INLET PROTECTION WDNR TECH STANDARD 1060 •All inlet protection must Type D Modified, unless otherwise specified •Make sure all inlets adjacent to working area are protected –Make sure all downstream inlets are protected –Also make sure any inlets along the haul route where tracking is occurring are protected •New inlets are required to get new inlet protection •Old inlets can use old inlet protection that has been cleaned and is in good condition –No rips –No punctures •Secure 2x4 or 2x2 to inlet protection so they do not disappear –The 2x4 or 2x2 redirects sediment into inlet protection to filter out debris and dirt PRE-PLANNING IS KEY TO DEWATERING BEFORE YOU DIG, SET UP A DEWATERING PLAN AND HAVE MATERIALS ONSITE TO IMPLEMENT (ASSUME THE WORST, HOPE FOR THE BEST) DEWATERING ZERO DISCHARGE CONTROL DISCHARGE TO A LIVE STORM SEWER 3/1/2024 7 A DEWATERING BAG THAT IS UNDERSIZED WITH NO ADDITIONAL BMP’s A DEWATERING BAG THAT IS SIZED CORRECTLY BUT IS NOT CONTAINING ANY WATER (NOT EFFECTIVE ON ITS OWN) DEWATERING TRAIN 1 DEWATERING BAG ONLY WATER AFTER PASSING THROUGH DEWATERING BAG, VEGETATIVE BUFFER, AND STORM CULVERT DEWATERING TRAIN 1 MULTIPLE DITCH CHECKS WATER AFTER PASSING THROUGH DEWATERING BAG, VEGETATIVE BUFFER, STORM CULVERT, & 2 SETS OF DITCH CHECKS DEWATERING TRAIN 2 DEWATERING BAGS WITH CHECK DAMS MULTIPLE FILTERING CHECK DAMS BEFORE THE INLET DEWATERING TRAIN 2 SEDIMENT TRAPPED BY THIS METHOD THIS IS WHAT WE DO NOT WANT TO SEE ANOTHER APPROACH TO DEWATERING IF A STANDARD DEWATERING BAG ISN’T EFFECTIVE, YOU CAN ALWAYS FIND A BAG LARGE ENOUGH OR A DUMPSTER WITH BAFFLES AND A POLYMER WORKS 3/1/2024 8 ANOTHER APPROACH TO DEWATERING THIS DUMPSTER WAS PLACED NEXT TO LAKE WINNEBAGO FINAL STAGE OF THE WATER IS DISCHARGED DIRECTLY TO LAKE WINNEBAGO YOU CAN MAKE A DEWATERING AREA ACT LIKE A SEDIMENT BASIN OR SCALE IT DOWN FOR SMALLER PUMPING OPERATIONS OR GET CREATIVE AND USE WHAT IT IS AVAILABLE IF YOU HAVE THE LUXURY USE A REAL SEDIMENT BASIN TRENCH WATER TRENCH WATER AFTER TREATMENT WITH FLOCCULANT WHAT WE DO NOT WANT TO SEE IF YOUR DISCHARGE LOOKS LIKE THIS, MORE IS REQUIRED Consider this your first warning for the project. MULTIPLE TREATMENTS GETS THE WATER TO THE DESIRED RESULT FROM LEFT TO RIGHT 1. BOTTLE – 1 1. Untreated trench water 2. BOTTLE – 2 1. Treatment through a dewatering bag. 1. Water is unchanged 3. BOTTLE – 3 1. Water clarity greatly improved 1. Trench 2. Bag 3. Vegetative Buffer 4. Water at culvert discharge 4. BOTTLE – 4 1. Water clarity is acceptable 1. Addition of ditch check at culvert 3/1/2024 9 DEWATERING WELL •True dewatering wells discharging clean water can be discharged directly to a catch basin –The hose must fully extend to the catch basin and be inserted into the back side of the casting opening. –The dewatering well cannot be located next to an active trench. Any wells located adjacent to an active working area must be treated as if they are dirty. •All dewatering operations must be treated if they are not a true well •Brown water discharge is not permitted. –If you have questions at the start, talk to your inspector DEWATERING WDNR TECH STANDARD 1061 •Dewatering occurs on every site. Preparation is key to keeping sediment from entering the storm system. •Oshkosh soils mostly consist of clay so a dewatering bag alone WILL NOT be effective. –Refer to WDNR Technical Standard Matrix –Dewatering bag WILL ONLY BE EFFECTIVE with the addition of a polymer •A combination of multiple treatments is the most effective method, but pre-planning for space is required. TURBIDITY BARRIER TURBIDITY BARRIER JOINT NOT CONNECTED PROPERLY TURBIDITY BARRIER MUST EXTEND FULLY TO SHORELINE TURBIDITY BARRIER WDNR TECH STANDARD 1069 •Must be installed before any work takes place in a waterway. –Make sure your barrier is designed for the flows or wave action the water body has •Lake Winnebago is different than Fox River –The barrier must be securely staked to prevent floating back to shore –The barrier must be secured to the waterway bottom to prevent sediment from escaping –The barrier must extend from the shore edges completely around working area –Must be left in place for 24 hours after work in the waterway is complete SILT FENCE NO TRENCH, STAKES ON THE WRONG SIDE, AND A BIG HOLE 3/1/2024 10 A PROPERLY INSTALLED SILT FENCE TRENCH A PROPERLY INSTALLED SILT FENCE WITH COMPACTION PERIMETER CONTROL DEVICES NEED WEEKLY INSPECTION OR AFTER EVERY 1/2” OF RAIN IF SEDIMENT ACCULULATES TO HALF THE FENCE HEIGHT CLEAN IMMEDIATELY SILT FENCE WDNR TECH STANDARD 1056 •Silt fence can be substituted with sediment logs –Silt fence shall be installed 6” deep and soil compacted to securely hold the silt fence. •Field test your installation by pulling up sharply on the silt fence after installation. The silt fence should not move. –The stakes on the silt fence shall be installed on the downstream side of the silt fence. –The top of the silt fence shall be tight with no sags between stakes. –If silt fence needs to be spliced together, a full twist between fence pieces is required. •Another option is to run the silt fence one full segment past each other. –Silt fence must contain a cord at the top of the fabric –If silt fence becomes damaged, repair or replace the damaged section –Perimeter control devices must be maintained until final restoration begins SEDIMENT LOGS •If utilizing sediment logs: –Please refer to the manufacturers recommendations •What are the staking requirements? •Is trenching required? –Some sediment logs require trenching to effectively control sediment –Logs must be installed with an overlap at the end utilizing a shingle technique SEDIMENT LOGS WORK WELL IF ACCESS IS NEEDED STOCK PILES STOCK PILES •Stock piles are required to have perimeter control installed around them •Stock piles that are unused for more than 7 days must be stabilized –A quick establishing seed is recommended •Typically oats are used –A hydro mulch shall be used to lock soil in place until vegetation is established. •No straw per city specifications –If a vegetative cover is not used, a water-proof covering can be utilized instead. •A tarp or plastic placed over the entire stock pile. 3/1/2024 11 HYDRO MULCH ENSURE PROPER COVERAGE OF HYDRO MULCH IN AN EVEN LAYER OVER ALL EXPOSED SOILS. TAKE CARE TO ENSURE HYDRO MULCH IS ONLY SPRAYED OVER EXPOSED SOILS. MULCH SPRAYED ANYWHERE ELSE SHALL BE CLEANED UP AT CONTRACTORS EXPENSE HYDRO MULCH IN PLACE OF EROSION MAT •Hydro mulch can be used in place of erosion mat in terraces per engineers approval. –Refer to the City of Oshkosh specifications for pre-approved hydro mulches. If not using a pre-approved hydro mulch, please submit for engineers approval before installation. –Refer to manufacturers recommendations for installation specifications RESTORATIONS CAN AND DO FAIL GIVE YOURSELF ENOUGH TIME TO ESTABLISH VEGETATION BEFORE WINTER. EROSION MAT ALONE WILL NOT PREVENT SEDIMENT TRANSPORATION. EROSION MAT WDNR TECH STANDARD 1052 •Erosion mat can be either short-term or long-term –In Urban settings, urban class erosion mat and staples must be installed •This is generally referenced when mowing will be accomplished within two weeks after installation. –Steel staples are not acceptable. Bio staples only. –Mat utilizing photodegradable netting shall not be installed after September 1st. •A biodegradable stitching must be used –Ensure erosion mat is installed over all disturbed areas including the area that any perimeter devices where installed. –Refer to manufacturers recommendations with staple pattern. •City specifications require staples every 12” if mat edge is not trenched along curb edging, driveway aprons, and sidewalk. QUESTIONS / COMMENTS NOT APPROVED! THIS WAS DONE IN THE CITY HALL PARKING LOT! 3/1/2024 12 Erosion Control Regulations •State implemented Construction Site Erosion Control Regulations in 2004 •City implemented Construction Site Erosion Control Regulations in 2012 INLET PROTECTION EXAMPLES MAKE SURE ALL INLET PROTECTION IS INSTALLED CORRECTLY INLET PROTECTION CAN COME IN MULTIPLE FORMS OUTFALL RESTORATION WHAT WE WANT TO SEE DISTURBED AREA BY OUTFALL MUST BE RESTORED THE SAME DAY THE WORK TAKES PLACE SILT FENCE CANNOT BE USED IN SWALES IF CROSSING A CHANNEL, SUBSTITUTE SEDIMENT LOGS OR STONE BAGS IN PLACE OF SILT FENCE other newsc efforts: Page 31 Workshops and Trainings Stormwater Quality Management Half Day Workshop Workshop assumed attendees have some knowledge of stormwater management and Appendix A and C of the permit. Continuing Education Credits were be offered. This training gave participants a unique opportunity to work and talk directly with WDNR, local municipalities, and consultants on TMDL requirements and future goals. Agenda: https://docs.google.com/document/d/131k3UMywejqqrq7bvHtDSY5TcZAqhO7D/edit? usp=drive_link&ouid=101153216035145320311&rtpof=true&sd=true September 14, 2023 7:45 am to 12:00 pm Coughlin Center - 625 E County Rd Y, Oshkosh, WI 54901 Room B *See Attendance list on the next page Presenter List: Pete Wood (WDNR) Chris Linskens (WDNR) Justing Gierach (City of Oshkosh) Mark Van Der Wegen (Town of Grand Chute) Brent Jalonen (Calumet County) Nick Waldschmidt (City of Fond du Lac) Jack Richeson (Martenson & Eisele) Committee List: Chair Person - Sue Olson (City of Appleton) Committee Members- George Dearborn (Village of Fox Crossing) Paul Willis (Mean & Hunt) Abby Manslanka (Martenson & Eisele) Justin Keen (Cedar Corp) Rich Heath (Town of Algoma) Heather Zaunmueller (AECOM) Chuck Boehm (Brown & Caldwell) AbbyMaslanka -Martenson &Eisele Alyssa Deckert- City ofOshkosh Andy Maracini - WinnebagoCounty Austin Dyb-OutagamieCounty Brad Busse-City ofManitowoc Brent Jalonen -CalumetCounty CaseyCanady-City ofOshkosh Chase Kuffel-City of De Pere Chris Linskens-WDNR Chuck Boehm-Brown &Caldwell Claire Ebben-OutagamieCounty Dan Dieck -Village of FoxCrossing Dan Rammer-MSAProfessionalServices Don O’Connel-Town ofVinland GeorgeDearborn-Village of FoxCrossing HeatherZaunmueller-AECOM Jack Richeson-City ofMenasha Jeff Schultz-Martenson &Eisele JenniferLiimatta-Robert E LeeAssociates Jimmy Platz-AECOM Jordan Bovee-Cedar Corp Joseph Pingel-Cedar Corp Josh Ruplinger-UW Oshkosh Justin Gierach-City ofOshkosh Justin Keen-Cedar Corp Kelly O’Malley-City of GreenBay Kia Kling-Village of FoxCrossing Kris Lyons-Village of LittleChute Mark Van DerWegen-Town of GrandChute Matt Woicek-Village of LittleChute Max McGuire-City of GreenBay Michael Leidig-Robert E LeeAssociates MichaelMorman-OutagamieCounty NickWaldschmidt-City of Fonddu Lac Pete Wood-WDNR Richard Heath-Town ofAlgoma Scott Ahl-City of TwoRivers Sean Bekx-West WoodProfessionalServices Sue Olson-City ofAppleton Todd Devens-Town ofVinland Valerie Joosten-City of GreenBay Page 32 2023 Stormwater Quality Management Committee TMDL Half Day Workshop Attendance: DRAFT February Storm Water Utility Board Minutes_02-22-2023 Page 1 of 3 STORM WATER UTILITY APPEALS BOARD Minutes February 22, 2023 4:30 pm (Via Webex) Present: John Kiefer, Kyle Clark, Kristopher Ulrich Absent: None Also Present: Justin Gierach, Engineering Division Manager / City Engineer; Alyssa Deckert, Civil Engineering Supervisor; Mike Wegner, Brown and Caldwell I. Call to Order. A. Mr. Kiefer called the meeting to order at 4:31 pm. II. Approval of December 28, 2022 Meeting Minutes. A. Motion to approve December 28, 2022 minutes (Mr. Clark / Mr. Ulrich). Approved 3-0. III. 2022 MS4 Annual Report Review and Recommendation to Common Council. A. Ms. Deckert introduced the topic. She indicated that in general the report is similar to recent years. One item the City is still updating is the MS4 map, which is being updated based on the 2022 Citywide Storm Water Management Plan. The map can be provided to the board after it is completed. B. Mr. Clark indicated he reviewed the document and did not have any comments. He also said he would like to see the MS4 map for informational purposes. C. Mr. Kiefer said that he appreciated the inclusion of the local news articles regarding City stormwater topics. This was a good addition which hadn’t been done in the past. D. Mr. Kiefer asked if there were any changes to be pointed out. 1. Ms. Deckert said that the public involvement component was more of a challenge this year as the City had trouble engaging volunteers for the medallion program. The City met the minimum requirements of the MS4 permit for public involvement, but the program wasn’t as robust as past years. 2. Mr. Kiefer said that an agenda item could be added as part of a future board meeting to brainstorm public involvement ideas. The board could try to identify other organizations to continue the medallion program or other efforts that could be done. One possibility would be to try to engage neighborhood associations. E. Mr. Clark liked the format, which appeared more user friendly and easier than prior years. Ms. Deckert indicated the format was similar to previous years and there wasn’t much change in the form recently, but that this is her first year completing the report. Mr. Wegner indicated the format is substantially similar since the current MS4 permit was put in place (2019) and that it is likely to remain similar with more substantial changes possible when the new MS4 permit is issued in 2024, with the first annual report in 2025. F. Motion to recommend approval of the 2022 MS4 Annual Report as presented (Mr. Clark / Mr. Ulrich). Approved 3-0. IV. Program and Project Updates (A. Deckert). A. 22-01 Bowen Sanitary Sewer/Storm Sewer 1. PTS, the contractor, plans to start construction next week. 2. Mr. Kiefer asked where the project is located. Mr. Gierach said it is Bowen Street, north of Murdock Avenue. B. 22-02 E. 9th Avenue 1. The contractor for this project also plans to start next week. This is for construction of 9th Avenue between Main Street and Pioneer Drive. DRAFT February Storm Water Utility Board Minutes_02-22-2023 Page 2 of 3 C. 23-01 Wisconsin Street Reconstruction 1. Contractor plans to start work the week of March 6th. Equipment and materials will likely be mobilized to the site at the end of next week with the road closure and construction work starting the week of March 6th. 2. Mr. Kiefer asked if this will be a full road closure and what the duration of the closure would be. Mr. Gierach said that it would be a full closure from New York Avenue to Bent Street. The planned construction duration is approximately 20 weeks, which would lead to completion near the end of July. D. 23-02 W. Lincoln Avenue and McKinley Street Reconstruction 1. Bid opening was on Monday, and Carl Bowers & Sons was the low-bidder. The bid award is scheduled to go to Common Council on Tuesday, however, it may be delayed. There are University properties along the project and special assessments for these properties need to go to the State Building Commission. The City hasn’t heard from the commission yet and thus the bid award could be delayed. E. 23-08 Arthur Ave., Tyler Ave., Coolidge Ave., and Bauman Street Reconstruction 1. Bids for the project were opened on January 16 and the bid was awarded at Common Council on January 24. The City hasn’t received a schedule from the contractor yet. A pre-construction meeting is scheduled for tomorrow, and it is believed the contractor plans to start construction soon. 2. Permits for the project were applied for and the City is waiting on permits for the sanitary sewer and storm sewer outfalls from WDNR. F. 23-09 Bradley Street Asphalt and Utility Construction 1. Construction is scheduled to start in next couple of weeks. Vinton is the contractor. G. Sawyer Creek Rural II Detention Basin Construction 1. The City met with Strand Associates (design engineer) last week and they are currently at the 30% design stage. The current project schedule is to apply for permits in April and start construction in the fall. 2. Mr. Gierach added that the City is reviewing the plans and providing design answers this week. The project includes about 1.3 million cubic yards of earthwork which is significantly more than the James Road detention basin project. The project will place about 12-feet of fill on the entire Clark Hill Farms property, which is 80-acres. For comparison, the James Road project placed a couple feet of fill on 40-acres. 3. Mr. Gierach also provided an update on the projected impact to the Sawyer Creek floodplain. The James Road project lowered the floodplain by 3-4 inches in City. This project will lower it by 12- 14-inches. 4. Mr. Clark said that he would be interested to learn how many properties have been removed from the floodplain from these large projects. Mr. Gierach shared that the City website has a GIS floodplain viewer that can compare the old floodplain mapping to the new mapping. A demonstration of this map was shown on the screen. He indicated that completing similar mapping is being considered as part of this project. 5. Mr. Kiefer asked about the status of the Flood Storage Districts and whether these districts were still a part of the City’s plan now that the Rural II Detention Basin was being constructed? a Mr. Gierach said that yes, they are still needed and it is an ongoing item. The County recently approached Strand Associates and the City’s Planning Division Manager about trying to schedule meetings to discuss the mapping. b The topic dates back to 2019 when there was a motion put forth by the City to ask the County to act on the districts. The topic has gone between multiple boards/commissions at the county level, and they have not taken action in either way (yes or no) on the districts. It appears there is now progress, and the County is looking to move forward. It looks like action on the topic may occur by the County Board in the middle of the year. 6. Mr. Clark asked about the size of the project and land acquisition status. Mr. Gierach said that 20 acres of land acquisition was approved at council last week, with an additional 40-acres still being worked on for a total project size of 60-acres. DRAFT February Storm Water Utility Board Minutes_02-22-2023 Page 3 of 3 7. Mr. Kiefer asked if the fill placement will be engineered to avoid negative impacts such as ponding/drainage problems. The plan commission has heard complaints in the past from area residents. Mr. Gierach said that fill from the James Road detention basin was placed on the southern half of the Clark Hill Farm. This area drains north to Sawyer Creek. There has always been historic drainage through that area and north through private properties. As part of the Rural II project the drainage will be conveyed into the Rural II detention basin to eliminate flooding concerns from the neighbors. H. Highway 91 Culvert Replacement 1. Mr. Gierach reported that there is no new information on this project. He is working with WDNR to set-up a meeting between himself and their staff. The City’s legal counsel is also trying to meet with the WDNR legal department. The DOT plans to construct the project next year. 2. Mr. Gierach indicated that Rural II takes away some of the negative impact from replacement of the Highway 91 culverts. But the full benefits that could be achieved with the Rural II detention basin will not be met. The City is moving forward with the design of the Rural II detention basin to assume the DOT will replace the culverts. I. Flood Storage Districts 1. This topic was discussed as part of Item G above. V. Review Discussion of Future Meeting Agenda Items. A. IDDE 2022 Report (Westwood). B. Tour of Storm Water facilities (tentative for a meeting after board positions are filled). C. Mr. Kiefer asked if members had heard any news about citizens to fill vacant board seats. He indicated that he had heard other committees also have vacancies including the Bike & Pedestrian committee which doesn’t have enough members to meet. He said that he hopes the new mayor will make this more of a priority. 1. Mr. Ulrich said there was a recent article in the Oshkosh Herald about the need for committee members. 2. Mr. Clark said he talked with the current mayor at a recent event. She said that the City doesn’t have any current applications. She has been trying solicit more involvement and steer people towards vacancies. 3. Mr. Ulrich asked about representation for the State of the City event and if this could be a recruiting venue? Mr. Kiefer said he currently has a conflict during the event, but that he may still be able to attend. Mr. Gierach said that committees typically don’t have tables at the event. The tables are generally City departments. The Public Works department has a section with multiple tables. The Engineering Division will have information about upcoming projects and the CIP. They weren’t planning to have any specific stormwater displays. Other Public Works divisions will also be there such as operations and the water utility. It is expected that lead services will be a big topic with that project on-going. Mr. Gierach will be attending along with the Director of Public Works and Assistant Director of Public Works. There will likely also be other staff from utilities/operations. VI. Adjournment. Mr. Kiefer asked if there were any other items that needed to be discussed. Hearing none, a motion to adjourn was made and seconded: (Mr. Clark / Mr. Kiefer) Approved 3-0. Adjournment at 5:06 pm. Respectfully Submitted Alyssa Deckert, P.E. Civil Engineering Supervisor Local organizations bring awareness to salt usage by Patrick Caine January 29, 2023 in News AUSTIN, TX - FEBRUARY 15: Cars drive Northbound on I-35 on February 15, 2021 in Austin, Texas. Winter storm Uri has brought historic cold weather to Texas, causing traffic delays and power outages, and storms have swept across 26 states with a mix of freezing temperatures and precipitation. (Photo by Montinique Monroe/Getty Images) Salt is synonymous with winter in the state of Wisconsin. We use plenty of it in front of our houses, on our sidewalks, and on roadways. But how much salt is enough? Some groups across the state of Wisconsin are bringing awareness about salt usage, and how to properly use it while finding other solutions. Alyssa Reinke is the Northeast Wisconsin Consortium Coordinator for the Fox Wolf Watershed Alliance in association with the Wisconsin Salt Wise Partnership. She says overuse of salt can lead to runoff, which can contaminate bodies of water. “We can’t take the salt out (of water),” Reinke says, “one teaspoon of salt permanently pollutes 5 gallons of water. A little bit of salt makes a large imapct. Too much salt can be toxic for aquatic animals.” Now it’s not to say stop using salt, Reinke and others say to use salt more efficiently. When salting Reinke explains, “You don’t need as much salt as you think you do… If you read the packaging on the salt you’re getting, it tells you explicitly how to use it for it to be the most effective and least harmful to the environment.” She also says salt works most effectively when each piece of salt is around 3 inches apart from another piece. Reinke also says to clear snow by shoveling or snow plowing to allow ice to melt in the sunlight, reducing the need for salt. Alternatives to salt Reinke explains the biggest residential alternative to salt is sand, just not to use excessive amounts of it. Some municipalities use it for traction when it’s too cold for ice, but some communities can’t use it. “It’s kind of a double-edged sward,” Reinke says, “It helps with traction, but it also puts sediment into their waterways, which is not helpful.” But for residential applications, Reinke says it’s perfectly fine to use sand. “Sand or birdseed or something other than salt is significantly better.” Other alternatives can be drudged out, but not salt, Reinke explains. Many communities and departments have been using salt brine in place of salt, especially before heavy snowfalls. “You have more control over the solution and how much you can put down.” Brine is laid down and sticks to roadways, keeping snow from freezing to the road. Salt can bounce on roadways and fall off the roadways into the environment. Reinke says some communities have even gotten creative with the brine they use. “There’s one (community) that partnered with a local pickle factory and uses the pickle brine to (treat) the roads. There are also other communities across the state that are using fermented fruits and vegetables for brining their roads, with the alcohol in those fruits and vegetables being more effective than salt brine. Changing mindsets Reinke says the big goal is to change peoples attitudes about salt. “The big thing is behavioral changes,” Reinke says. “It’s recognizing that we live in a cold climate at least part of the year, and that we can’t always drive down the road in a snowstorm… I’m not saying municipalities don’t care about road safety, but (sometimes) there’s only so much they can do. At some point, salt and brine isn’t going to be effective,” especially as temperatures drop to the teens and single digits. INTERVIEW: Salt Awareness Week By WBAY news staff Published: Jan. 23, 2023 at 7:19 PM CST GREEN BAY, Wis. (WBAY) - Monday is the start of Wisconsin Salt Awareness Week. We’re all familiar with the importance of salt in Wisconsin winters to clear our roads and driveways -- but what we use has a negative impact on the environment. The Northeast Wisconsin Stormwater Consortium says just a teaspoon of road salt permanently pollutes 5 gallons of water. Alyssa Reinke of the Fox-Wolf Watershed Alliance joined us on Action 2 News at 4:30 to talk about some of the other environmental impacts salt can have, whether the problem applies to the salt people use on sidewalks and driveways, and how homeowners can reduce their salt use. Copyright 2023 WBAY. All rights reserved. LOCAL NEWS Salt leaving bad taste in Mother Nature’s mouth: Research shows high chloride levels in Wisconsin Rivers by: Bryce Oselen Posted: Jan 18, 2023 / 07:03 PM CST Updated: Jan 18, 2023 / 07:11 PM CST GREEN BAY, Wis. (WFRV) – Normally, salt is placed on streets after snowstorms to prevent crashes, however, research shows that salt is affecting chloride levels in Wisconsin. Kelly Reyer of Trash Free Water is urging residents to be mindful of using too much salt while attempting to clear the roads. “When we put salt down on our roads and our sidewalks, it doesn’t just magically disappear when the snow and the ice melts, it runs off,” said Reyer. In 2018, the Department of Natural Resources found over 800,000 tons of chloride in Wisconsin rivers. Reyer says salt is leaving a bad taste in mother nature’s mouth. “When salt enters our local creeks and streams it is toxic for aquatic plants and animals, just like humans shouldn’t have too much salt, the same is true for aquatic animals,” explained Reyer. In 2022 the Brown County Highway Department used one and a half million gallons of brine on the roadways, saving 30-40% of salt usage. “We try our best at the highway department to only use what we have to, and we have a brine system,” stated Paul Fontecchio, Brown County Highway Commissioner. Commissioner Fontecchio says using brine instead of salt will help prevent high chloride levels. “If we’re ever going to change how much salt gets into the roadways and the waterways, we need to be doing more of the brining and that kind of thing as much as we can as technology improves,” said Fontecchio. Monday, January 23 to Friday, January 27 is Wisconsin Salt Awareness Week. Winnebago County Household Hazardous Material Collection Facility — Products that are determined to be useable by staff will be made available free to the public in the Product Exchange Room. — Products are provided as-is with no guarantee of integrity or effectiveness. Product Exchange is open during collection hours. Pesticides Herbicides Insecticides Fungicides Poisons Weed control fertilizers Fuel additives Gasoline Starter fluid Oil/Lead based paint Spray paint Varnish/Stain Thinners/Strippers Adhesives Wood preservatives Driveway sealer Disinfectants Drain cleaner Oven cleaner Pool chemicals Solvents/Degreasers Waxes/Polishes Aerosols Deodorizers Mercury Fire extinguishers Product Exchange What do I do with latex paint? — Latex paint is not considered hazardous and not collected at this facility. It can be disposed of with your household trash when the paint is dry. To speed up the drying process, add sand, cat litter or latex paint hardener to the liquid paint. What do I do with alkaline batteries? — Alkaline batteries are not considered hazardous and not collected at this facility. Alkaline batteries may be placed in your household trash for disposal. Light bulbs, rechargeable batteries, ballasts, used motor oil, oil absorbents & filters, antifreeze, auto batteries, tires, electronics, TVs, appliances and propane cylinders from Winnebago County households are accepted at the Winnebago County Landfill, 100 W. Cty Rd Y, Oshkosh. Charges and restrictions may apply. Hazardous waste from distributers, business use, farm use, out-of-county sources, radioactive materials, infectious/medical wastes, asbestos, and medications are not accepted at the Winnebago County Landfill or Household Hazardous Material Collection Facility. Call for more information. Other Materials 105 W. County Rd Y ● Oshkosh ● HHM Hotline 920-232-1856 For more information visit www.WinnebagoCountySolidWaste.com or call 920-232-1800. Winnebago County may modify this list or schedule at any time to meet program needs. Secure container lids and transport materials upright. Accepted Household Materials Many of the household materials accepted are labeled as corrosive, poison, flammable or combustible. Examples include: 2023 operational schedule on back HOUSEHOLD HAZARDOUS MATERIAL FACILITY 2023 OPERATIONAL SCHEDULE If you have a large load of material (typically 4 or more boxes) call 920-232-1800 at least 48 hours in advance to make an appointment. This will help us plan for appropriate staffing. No appointment needed for participants with fewer than 4 boxes of material. FACILITY IS OPEN ON THE FOLLOWING DATES & TIMES: Business and Agricultural Hazardous Materials are not accepted at the Winnebago County Household Hazardous Material Facility. For other options, visit www.WinnebagoCountySolidWaste.com or call 920-232-1800. JULY 2023 9:00 a.m.—12:00 p.m. Wednesday, July 12 Saturday, July 15 Wednesday, July 26 Saturday, July 29 MAY 2023 9:00 a.m.—12:00 p.m. Wednesday, May 3 Saturday, May 6 Wednesday, May 17 Saturday, May 20 SEPTEMBER 2023 9:00 a.m.—12:00 p.m. Wednesday, September 13 Saturday, September 16 Wednesday, September 27 Saturday, September 30 AUGUST 2023 9:00 a.m.—12:00 p.m. Wednesday, August 9 Saturday, August 12 Wednesday, August 23 Saturday, August 26 JUNE 2023 9:00 a.m.—12:00 p.m. Wednesday, June 7 Saturday, June 10 Wednesday, June 21 Saturday, June 24 OCTOBER 2023 9:00 a.m.—12:00 p.m. Wednesday, October 11 Saturday, October 14 Wednesday, October 25 Saturday, October 28 Depending on your community leaves can end up in either compost the leaves for their municipality or work with a landscaping company to compost them Why we collect Minimizes clogged gutters and increases efficacy of street cleaning operations Minimizes flood impact from clogged drains Timely removal of leaves can reduce harmful phosphorus concentrations in stormwater by over 80% (Madison, Wi) Leaf collection is beneficial for multiple reasons: What happens after collection? Did you know? Grass and leaves add excess nutrients like nitrogen and phosphorus in our local waterways. This leads to increased risk of algae blooms. Keeping grass and leaves off of paved surfaces, away and out of stormwater systems, and out of our waters help keep the water clean and helps your community meet their water quality standards. Use leaf collection equipment such as vacuum collectors Mulch leaves to save space Dispose of leaves properly Street sweep to remove residue Different equipment and practices are used by communities across NE Wisconsin, please follow your communities guidelines Efficient practices You Can Help Oshkosh residents and homeowners can help improve the City's stormwater management in the following ways: Direct roof downspouts to grassy areas away from driveways and sidewalks Pick up pet waste and dispose of it in the trash or flush down toilet Build a rain garden or install a rain barrel Wash cars on lawns where the water can soak in or use a car wash Direct sump pump discharge to lawn if possible Keep grass clippings out of the street Test your soil for fertilizer needs and only apply what is needed Do not use storm drains for dumping anything Continuous Improvement The City of Oshkosh is working to protect its infrastructure, businesses and homes from damage due to flooding. It is also improving the water quality of the nearby lakes and rivers so that its citizens may boat, fish, swim and enjoy cleaner water. For ways citizens can help improve stormwater management and for additional information on the city's stormwater utility please visit our websites at: http://www.ci.oshkosh.wi.us/Public_Works/Storm_Water_Utility/ For more information please contact: or Justin Gierach, P.E. Engineering Division Manager/ City Engineer jgierach@ci.oshkosh.wi.us 215 Church Avenue P.O. Box 1130 Oshkosh, WI 54903-1130 (920) 236-5065 (Information through 2019) Stormwater Management Alyssa Deckert Civil Engineering Supervisor adeckert@ci.oshkosh.wi.us What is Stormwater and Why is it Important? Stormwater is the water that runs off the land’s surface when it rains or when snow melts. Stormwater flows onto streets and into storm sewers or ditches and is carried directly into nearby lakes or rivers including Lake Winnebago, Lake Butte des Morts, Fox River and Sawyer Creek. In Oshkosh, stormwater is important for two reasons: 1. Flooded streets and property. 2. Pollution of lakes and rivers. Flooding An impervious surface, such as a driveway, rooftop or street, does not allow the rain to soak into the ground. The amount of impervious surfaces increase when buildings, parking lots, streets and other structures are built on previously vegetated land. Increased impervious surfaces result in more water running off the land and can lead to flooding if not managed properly. Much of the City of Oshkosh is built on flat land. As a result, stormwater tends to pond in depressions on the land's surface, which can lead to nuisance conditions. Stormwater flooding can result in private property damage, hinder emergency vehicle access, endanger public safety, and damage roads, bridges and other infrastructure. Pollution As stormwater flows across driveways, parking lots, lawns, streets and other surfaces, it picks up pollutants along the way. The pollution comes from many sources — oil leaking from vehicles, tire and brake lining wear, lawn fertilizers and pesticides, soil from construction sites, grass clippings, and litter. Stormwater typically runs directly into streams, rivers and lakes. When this pollution reaches the lakes and rivers, it can result in nuisance algae and aquatic weed growth, high bacteria levels, turbid water, toxic levels of metals or petroleum, and low oxygen levels. The City of Oshkosh, like almost all cities in Wisconsin, is under state and federal regulations to reduce stormwater pollution. City’s Stormwater Management Program The City of Oshkosh has embarked on an aggressive program to improve stormwater management for both flood control and pollution reduction. Stormwater management not only improves safety, protects property, and enhances water quality. It also promotes a strong business climate by maintaining an efficient transportation system. Storm Sewer Improvements Stormwater Utility Fees are used for many improvements including replacing existing storm sewer and building new storm sewers. Storm sewers are usually upgraded as part of the street reconstruction process. Storm sewer improvement projects replace aging sewers and increases the capacity of the storm sewer system in order to reduce flooding. Since 2009 the City has embarked on an aggressive storm sewer construction program. This program reflects the City’s goals to improve infrastructure, reduce flooding, and improve water quality. The accompanying graph illustrates the length of storm sewer installed annually by the storm water utility. Paying for the Stormwater Management Program The storm sewer upgrades and other projects listed in this brochure are expensive but provide great benefits. People in the affected areas have noticed the reduced flooding in their neighborhoods. Funding for the City’s stormwater program comes from state and federal grants and the Stormwater Utility Fee, which was established in 2002. The fee is paid by every City property owner based upon the amount of impervious surface on each property. In 2013, Stormwater Utility Fees generated almost $6.3 million dollars that are used to pay the debt on past projects, help fund new projects and finance daily operations. Additional projects will be needed to continue stormwater improvements throughout the City. Look for these educational signs at stormwater project locations A brief list of recent projects and accomplishments includes: Page 1 of 6 City of Oshkosh Residential Stormwater Utility Credit Policy Residential Credit Policy 10/26/2010 I. Purpose and Scope The purpose of this Stormwater Utility Credit Policy is to encourage actions by residential property owners within the city that: 1) Reduce stormwater flows and volumes, 2) Reduce stormwater pollution and 3) Reduce the utility’s costs in providing proper management of stormwater runoff. As applied to this policy, the term ‘property’ or ‘properties’ will refer to single-family, two-family, and three-family residential parcels. All other properties are considered non-residential. (NOTE: a separate stormwater utility credit policy has been established for non-residential properties.) Credits to user fees will only be allowed when it can be demonstrated by the customer that an action as described in Section III of this policy has been taken by the customer and the action meets the guidelines specified in this policy document. This policy does not apply to stormwater management measures that are owned and/operated by the City of Oshkosh. Properties served by stormwater management facilities installed to meet state and/or local stormwater regulations are not eligible for credit from these facilities. It also should be noted that there are 3 rate categories for single family properties as summarized below: Tier Impervious Area ERU Rate TR 1 Less then 1,750 sq. ft. 0.67 ERU TR 2 1,750 – 3,750 sq. ft. 1.00 ERU TR 3 Greater than 3,750 sq. ft. 1.33 ERU II. Credit Structure For the purpose of generating applicable credit rates, the municipal stormwater management services funded through the user fee are divided into two major categories. The credit eligible category is further divided into two sub-categories. Category A (utility-wide services) 25% Category B (credit eligible services) B1: activities that meet flow management criteria 50% B2: activities that meet pollution reduction criteria 25% Fees to support Category A programs are applied throughout the utility customer base and credits are not allowed for these components. These costs are required to run the City of Oshkosh’s stormwater management program and these programs benefit all property owners within the City of Oshkosh. Only the costs associated with Category B are eligible for a credit. These are costs associated with the utility’s efforts to maintain the capacity of the stormwater conveyance system and implement and maintain pollution control practices. The tasks included under each category, and the percent credit for each category under this policy may be revised based upon a re-analysis of the stormwater program budget and the percent distribution of costs by category. Modifications must be approved by Common Council Page 2 of 6 City of Oshkosh Residential Stormwater Utility Credit Policy Residential Credit Policy 10/26/2010 resolution. The approved credit amount will be applied to each stormwater utility bill for as long as the property owner maintains their credit eligibility status in accordance with this policy. III. Credit Criteria Residential properties may be eligible for a credit to their stormwater utility fee under two circumstances: 1) Installation and maintenance of a Best Management Practice and/or 2) Impervious area that is riparian to a water body. 1. Best Management Practice Credit The following are common examples of best management practices property owners may install and maintain to reduce their impact on the city’s stormwater management services. Property owners must demonstrate the proper installation and agree to maintain the approved best management practice Property owners installing approved best management practices may be eligible for up to 75% credit for practices that reduce both the quantity of stormwater runoff (up to 50% credit), and improve the quality of the runoff (up to 25% credit). Eligible best management practices are: • Rain Gardens (typically these will qualify for both quantity and quality credit) Property owners who install a rain garden on their property shall use the UW-Extension Service Publication (GWQ037): “Rain Gardens A how-to manual for homeowners”. Copies of this manual are available directly from the UW-Extension Service web address at http://clean-water.uwex.edu/pubs/pdf/home.rgmanual.pdf or from the City of Oshkosh Department of Public Works for a printing fee. • Rain Barrels (typically these will qualify for quality credit only) Property owners who install rain barrel(s) must include manufacturer’s literature with their credit application and state that the manufacture’s guidelines have been followed. For custom built rain barrels, the property owner must submit photographs of the installed practice along with the dimensions (height, width, and length) of the practice. • Other Equivalent Best Management Practices The credit calculation procedure for each of these best management practices is described on the forms at the end of this document. Property owners may submit documentation demonstrating the effectiveness for control of stormwater quantity and/or quality for alternative management practices not identified in this policy. The city will review the documentation and determine the suitability for credit of the alternative management practice. 2. Riparian Credit Properties that are directly riparian to the following water bodies: Lake Butte des Morts, Fox River, or Lake Winnebago are eligible for this credit. (Constructed channels adjacent to Lake Page 3 of 6 City of Oshkosh Residential Stormwater Utility Credit Policy Residential Credit Policy 10/26/2010 Winnebago, Fox River, or Lake Butte de Morts are considered riparian. See map attached to this document for the areas designated as “constructed channels for purposes of this policy). Residential property impervious areas that drain directly to one of these water bodies without entering into the municipal stormwater conveyance system are eligible for up to 50% credit. The property owner is only eligible for the quantity portion of the utility credit under the Riparian Credit Section of this policy. For example: a property with one half of the impervious area draining directly to an eligible water body would receive a 25% credit. Unless the property owner provides evidence (such as photographs showing drainage slopes on the property) that more than one half of their impervious area drains directly to an eligible water body, the property shall receive a 25% credit (1/2 the maximum allowed). IV. Credit Request Submittal Requirements The Director of Public Works (or designee) shall review credit request submittal for compliance with this policy. 1. Review Fee The following non-refundable review fee is required with each application: a. Property owners requesting Best Management Practice Credit: $10.00 b. Property owners requesting Riparian Credit of 25%: $10.00 c. Property owners requesting a Riparian Credit greater than 25%: $10.00 d. Property owners requesting Best Management Practice Credit and 25% Riparian Credit: $10.00 e. Property owners requesting Best Management Practice Credit and Riparian Credit greater than 25%: $10.00 2. Required Documentation form provided at the end of this document a. Credit Application Form The application form is attached to this policy. b. Owner Certification The applicant shall provide written certification that the best management practice(s) that are the subject of the credit have been constructed and are functioning in the manner indicated on the credit request documentation. and/or The applicant shall provide written certification that the percentage of a parcel’s impervious area draining to eligible water bodies is correct and that drainage patterns have not been altered. c. Supporting Documents • Drawing of the property showing location of best management practice, and impervious area draining to the best management practice. • Copy of manufacturer’s information (for rain barrels), or photograph of installed custom built rain barrel(s). • Plant list (for rain gardens) • Photograph of the “other equivalent best management practice” Page 4 of 6 City of Oshkosh Residential Stormwater Utility Credit Policy Residential Credit Policy 10/26/2010 • Property drawing showing areas of riparian property with drawing of property drainage pattern and supporting photographs (required for Riparian Credit application if requesting more than 25% credit). • Signed property owner’s maintenance agreement (attached to this document) . 3. Approval Process a. Director’s (or Designee’s) Review The Director shall have thirty (30) calendar days to review credit applications, whereupon the Director may approve or deny the application as submitted, or provide comments for resubmittal. In the event of a resubmittal request, the thirty-day period referred to above shall begin again pending the receipt of all information requested. b. Appeals See Section 24.14 of the City of Oshkosh Municipal Code relating to Storm Drainage Regulation. c. Annual Reevaluation All credits shall be subject to an annual review for compliance with the current year’s credit policy. Credits may vary or be eliminated over time subject to the terms of the current year’s credit policy. It is the responsibility of the billed customer to provide the Director or designee with any and all changes to the conditions of the onsite best management practices and conditions that may affect the credit rate for the site. Each year the homeowner will return a post card provided by the City indicating that the rain barrel and/or rain garden are in place as designed. Violations of the terms and/or conditions of the credit request may be subject to collection of utility fees retroactive to the date of the violation. d. Effective Date Pending approval of the credit request, any and all credits will be granted effective to the date of the complete credit request submittal. The Director shall determine whether a submittal is complete using the current credit request submittal requirements. Page 5 of 6 Residential Credit Policy 10/26/2010 City of Oshkosh RESIDENTIAL PROPERTY STORMWATER UTILITY FEE CREDIT APPLICATION FORM, OWNER’S CERTIFICATE, AND MAINTENANCE AND RIGHT OF ENTRY AGREEMENT Note: This application form is to be used only for one, two, and three family home sites. Residential Property Stormwater Utility Credit Application & Certification Form Type of Application: (check one or both): Best Management Practice (rain garden / rain barrel) Riparian Property Owner Name: ____________________________________________________ Owner Address: ____________________________________________________ Owner Phone Number: ____________________________________________________ Address of Property for Credit Application (if different from Owner Address) ________________________________________________________________________ Best Management Practice (BMP) Credit Application Calculation Rain Garden(s) Total impervious area of property (number will be provided by city upon request) Impervious Area Draining to Rain Garden Size of Rain Garden: Credit = (b) ÷÷÷÷ (a) x 75% (round to nearest %) (a) _________ (sq. ft.) (b) _________ (sq. ft.) (c) _________ (sq. ft.) (d) _________ % Rain Barrel(s) Total impervious area of property (number will be provided by city upon request) # of downspouts with rain barrel: Total roof area to rain barrel(s): Credit = (g) ÷÷÷÷ (e) x 25%: (round to nearest %) (e) _________ (sq. ft.) (f) __________ (g) _________ (sq. ft.) (h) __________% Total BMP Credit (maximum of 75%) (line d + h) (i) ___________ % For Rain Garden credit enclose a list of the plants used For a Rain Barrel credit enclose a copy of the manufacture’s installation instructions or a photograph of the installed rain barrel(s) Page 6 of 6 Residential Credit Policy 10/26/2010 Residential Property Stormwater Utility Credit Application & Certification Form (continued) Riparian Property Credit Application Water body receiving direct property drainage: Lake Butte des Morts Fox River Lake Winnebago Total impervious area of property (j) _________ (sq. ft.) (number will be provided by city upon request) Impervious area directly draining water body (k) _________ (sq. ft.) Credit = (k) ÷÷÷÷ (j) x 50%: (l) __________% (if credit request is greater than 25% include documentation) The information presented on this Residential Property Stormwater Utility Credit Application & Certification Form is true and accurate to the best of my knowledge. ____________________________________________ _______________ Signature of Property Owner Date Residential Property Stormwater Utility Credit Maintenance Agreement and Right of Entry Agreement The best management practice on the property identified on the Residential Property Stormwater Utility Credit Application & Certification Form has been installed according to the manufacturer’s recommendations. If I have installed a rain garden on my property I certify that the rain garden is constructed using the guidance provided in the UW-Extension publication “Rain Gardens, A how-to manual for homeowners” (publication GWQ037). I hereby grant the City permission to enter this property for the sole purpose of conducting site inspections of my on-site stormwater management practices or to verify the impervious areas with direct drainage to an eligible water body. . ____________________________________________ _______________ Signature of Property Owner Date Submit this Application to: City of Oshkosh Department of Public Works Call: (920) 236-5065 with questions 215 Church Ave P.O. Box 1130 Oshkosh; WI 54903-1130 Æ%91 (/41Æ%44 Æ%26 Æ%44 (/41 (/45 (/45 (/45 Æ%21 Æ%76 Legend Riparian Zones Municipal Limits 0 10.5 Miles L:\work\projects\106913\GIS\Figure1_1.mxd Figure 1-1 City of Oshkosh, WIStormwater Utility FeeCredit-Eligible Riparian Zones Sept. 2009106913 F o x R iv e r ´ Lake Winnebago Lake Butte des Morts Cam pbell Creek S a w y e r C r e e k Nico let Ave Bowen St Alp ine Ct Starboard Ct Windward Ct Leeward Ct Anchorage Ct Bavarian Ct Starboard Ct W Taft Ave Adams Ave H ig h A v e Coolidge Ave Tyler Ave Pierce Ave Van Buren Ave ENLARGED ENLARGED \\oshkosh06\departments\engineering\storm water information\ms4 permit items\dnr submittals\2023 annual report\2023 supplemental information.docx CITY OF OSHKOSH 2023 ANNUAL STORM WATER REPORT SUPPLEMENTAL INFORMATION Minimum Control Measures – Section 1: Public Education and Outreach Topic: Management of materials that may cause storm water pollution from automobiles, pet waste, household hazardous waste, and household practices. • Each spring, the city mails out reminders, see attachments, in every utility billing reminding residents that they are subject to fines if they blow grass clippings into the street. This reminder was also published in the Oshkosh Herald on 04/12/2023 and 04/19/2023. In 2023, twelve violation letters were sent out. The city was made aware of most violations by residents notifying the city of violations. • Winnebago County provided free hazardous material disposal to in-county resident’s farms and households. A brochure on the County’s website has specific information about the program. Hazardous materials are also accepted from County businesses identified as very small quantity generators during these collection events. Disposal fees do apply for business materials, but eligible businesses may receive a 50% subsidy for disposal of pesticide wastes. Topic: Infiltration of residential storm water runoff from rooftop downspouts, driveways, and sidewalks. • The City has a credit policy that residential and commercial property owners may reduce their storm water utility fee by installing BMP’s. The details of this program are available on the City’s Storm Water Utility webpage: (https://www.ci.oshkosh.wi.us/StormWaterUtility). Qualifying BMP’s include rain barrels, rain gardens, as well as bio-swales and storm basins. In 2023, the City received and approved 2 residential and 1 commercial request for reductions in their storm water utility fee. Topic: Inform and where appropriate educate those responsible for the design, installation, and maintenance of construction site erosion control practices and storm water management facilities on how to design, install, and maintain the practices. • City staff utilizes the site plan review process to educate developers and design engineers on the performance criteria of all storm water management facilities. This is often done in face to face review sessions but is also communicated through phone calls and emails. The City reviewed approximately 141 new commercial site plans in 2023. Once approved developers/owners are required to enter into an Operation and Maintenance Agreement with the city that is on file with the County Register of Deeds. \\oshkosh06\departments\engineering\storm water information\ms4 permit items\dnr submittals\2023 annual report\2023 supplemental information.docx In 2023 the city entered into 18 commercial Operation and Maintenance agreements (4 are signed and 14 are awaiting final approval and signatures). • The City of Oshkosh staff holds Ground Control training sessions for every unique contractor that works on a City Engineering Division bid contract. Topic: Promote environmentally sensitive land development designs by developers and designers including green infrastructure and low impact development. • The City has also been a strong proponent of subsurface horizontal treatment of storm water. This is a relatively new technology to Wisconsin but a technology that has been in use in Wisconsin to treat wastewater for about 30 years. Through the efforts of City staff this new technology (Prairie Treatment System) was recently installed in two (2) developments to treat storm water. Marquette University is conducting a one year monitoring program for the subsurface gravel wetland best management practices that were installed in Oshkosh. The site being monitored is one of the two practices installed along the extension of Koeller Street and Westfield Street in conjunction with The Oshkosh Corporations Global Headquarters project. The project advisory team includes individuals from Marquette University, WDNR, Milwaukee Metropolitan Sewerage District (MMSD), and the City of Oshkosh. The MMSD has been very active in installing, testing, and monitoring green infrastructure practices to reduce the amount of storm water runoff within the contributing watersheds to their combined sewerage system. Minimum Control Measures – Section 2: Public Involvement Topic: Storm Water Management Plans and/or updates. • The City annually updates its Storm Water Utility brochure, See Attachment, which describes the progress that has been made in the management of the storm water in the community. • The latest update of the City’s Storm Water Management Plan occurred at the end of 2022. Information on the progress made in implementing the current plan is posted on the City’s website. Topic: Storm Water Related Ordinances and/or Updates. • The City continually reviews City Ordinances and identifies language that may be added or modified to encourage the use of green infrastructure. Topic: Volunteer Opportunities. • The City of Oshkosh is a member of NEWSC. • The City partnered with the Fox-Wolf Watershed Alliance in an Earth Day water shed clean-up project. Volunteers cleaned-up the shorelines and tributary shorelines of the Fox River, Lake Winnebago and Lake Butte Des Morts. \\oshkosh06\departments\engineering\storm water information\ms4 permit items\dnr submittals\2023 annual report\2023 supplemental information.docx Minimum Control Measures – Section 3: Illicit Discharges. June 21, 2023: City staff received a complaint about concrete slag being washed down the street and into the storm sewer system in front of 1220 New York Avenue. The City of Oshkosh Streets Division facilitated the clean up of this illicit discharge. A letter was sent to the resident and the issue was resolved. November 3, 2023: City staff received a call from the City of Oshkosh Sanitation Division that there was a hydraulic leak from sanitation truck 210. The leak left residue on Witzel Avenue, Lark Street, and 2nd Street. The residue was cleaned up and the issue was resolved. November 30, 2023: City staff received a complaint about leaves raked into the street in front of 687 W. 6th Avenue. We had staff take photos and document the problem. A letter was sent to the resident and the issue was resolved. December 18, 2023: City staff received a complaint about leaves raked into the street in front of 1815 Bernheim Street. We had staff take photos and document the problem. A letter was sent to the resident and the issue was resolved. June 29, 2023: City staff received a complaint about a vehicle leaking oil onto E. Irving Avenue in front of 906/906A. We had staff take photos and document the problem. A letter was sent to the resident and the issue was resolved. May 11, 2023 – September 29, 2023: City staff received various complaints throughout the mowing season about grass blown into the street in front of various properties. We had staff take photos and document the problems. Letters were sent to the residents and the issues were resolved. Minimum Control Measures – Section 4: Construction Site Pollutant Control The goal of the City’s Construction Erosion Control Program is compliance. Any contractor working for the City or will be working for a private utility company (gas or electric) and all City inspectors and engineers are required to attend a ground control workshop where the City’s erosion control inspector emphasizes the importance that the City places on compliance. Contractors who are found to have substandard erosion control practices receive written warnings. The contractors then have 24 hours to correct the substandard condition. City \\oshkosh06\departments\engineering\storm water information\ms4 permit items\dnr submittals\2023 annual report\2023 supplemental information.docx contractors who have not corrected the deficiency are assessed liquidated damages. With these two programs in place the City has been very successful in achieving compliance. Minimum Control Measures – Section 5: Post Construction Storm Water Management. In 2023 the City approved 19 sites that had new structural storm water management practices installed. All approved development sites with BMP's are required to have an O&M agreement with the city. The O&M details the level of inspection that needs to be done during the year. We only require properties that receive a storm water utility credit based on BMP's to submit their inspection reports to the city annually (this accounted for 23 private inspections). Minimum Control Measures – Section 6: Pollution Prevention • All the City owned storm water management facilities are inspected on an annual basis. Work orders are issued to correct any deficiencies found. • A program to manage invasive and undesirable vegetation in and around storm basins was initiated in 2017 and continued in 2023. The goal is to treat invasive and undesirable vegetation in the storm water basins most recently constructed so that the native planting can get off to a good start. The goal for older basins is rehabilitation, herbiciding plants like cat tails, phragmities, and teasel to get them under control so more desirable vegetation can take hold. City of Oshkosh, WI Inspection Summary Report 2023-01-01 through 2023-12-31 Inspections by Status Passed Failed Total 409 94 503 Inspections by Project Type Project Type Active Inactive Incomplete Archived Closed Auto-Activate Complete Total Comm 1 0 0 0 0 0 0 1 Municipal 202 0 0 0 0 0 270 472 Utility 30 0 0 0 0 0 0 30 Total:233 0 0 0 0 0 270 503 Project: 22-01 Bowen St San & Storm Sewer Type: Municipal | Group: N/A Project Name Inspection Date Failed BMP Name BMP Condition 22-01 Bowen St San & Storm Sewer 2023-03-23 Inlet Protection Ineffective 22-01 Bowen St San & Storm Sewer 2023-03-30 Inlet Protection Ineffective 22-01 Bowen St San & Storm Sewer 2023-03-31 Inlet Protection Ineffective 22-01 Bowen St San & Storm Sewer 2023-04-06 Inlet Protection Ineffective 22-01 Bowen St San & Storm Sewer 2023-04-12 Inlet Protection Ineffective 22-01 Bowen St San & Storm Sewer 2023-04-17 Inlet Protection Ineffective 22-01 Bowen St San & Storm Sewer 2023-04-20 Inlet Protection Ineffective 22-01 Bowen St San & Storm Sewer 2023-07-28 Inlet Protection Ineffective Page 1 of 8 Project: 22-18 Pratt Trail Reconstruction Type: Municipal | Group: N/A Project Name Inspection Date Failed BMP Name BMP Condition 22-18 Pratt Trail Reconstruction 2023-09-28 Inlet Protection Not Applied 22-18 Pratt Trail Reconstruction 2023-10-05 Inlet Protection Not Applied 22-18 Pratt Trail Reconstruction 2023-10-12 Inlet Protection Not Applied Project: 22-26 - Lake Butte des Morts Drive Sanitary Sewer and Water Main Construction Type: Municipal | Group: N/A Project Name Inspection Date Failed BMP Name BMP Condition 22-26 - Lake Butte des Morts Drive Sanitary Sewer and 2023-03-09 Inlet Protection Ineffective 22-26 - Lake Butte des Morts Drive Sanitary Sewer and 2023-03-16 Inlet Protection Ineffective 22-26 - Lake Butte des Morts Drive Sanitary Sewer and 2023-04-17 Inlet Protection Ineffective 22-26 - Lake Butte des Morts Drive Sanitary Sewer and 2023-04-17 Seeding - Permanent Ineffective 22-26 - Lake Butte des Morts Drive Sanitary Sewer and 2023-04-20 Seeding - Permanent Ineffective Project: 22-02 E. 9th Avenue Reconstruction Type: Municipal | Group: N/A Project Name Inspection Date Failed BMP Name BMP Condition 22-02 E. 9th Avenue Reconstruction 2023-03-20 Inlet Protection - Type D HR/M -Ineffective 22-02 E. 9th Avenue Reconstruction 2023-03-20 Perimeter Control Ineffective 22-02 E. 9th Avenue Reconstruction 2023-05-05 Perimeter Control Ineffective 22-02 E. 9th Avenue Reconstruction 2023-05-16 Inlet Protection - Type D HR/M -Ineffective Project: 23-01 Wisconsin Street Reconstruction Type: Municipal | Group: N/A Project Name Inspection Date Failed BMP Name BMP Condition 23-01 Wisconsin Street Reconstruction 2023-04-17 Inlet Protection Ineffective 23-01 Wisconsin Street Reconstruction 2023-04-20 Inlet Protection Ineffective 23-01 Wisconsin Street Reconstruction 2023-04-27 Inlet Protection Ineffective 23-01 Wisconsin Street Reconstruction 2023-05-02 Inlet Protection Ineffective 23-01 Wisconsin Street Reconstruction 2023-07-06 Inlet Protection Ineffective Page 2 of 8 23-01 Wisconsin Street Reconstruction 2023-08-02 Inlet Protection Ineffective 23-01 Wisconsin Street Reconstruction 2023-08-03 Inlet Protection Ineffective 23-01 Wisconsin Street Reconstruction 2023-08-10 Inlet Protection Ineffective 23-01 Wisconsin Street Reconstruction 2023-08-15 Inlet Protection Ineffective 23-01 Wisconsin Street Reconstruction 2023-08-17 Inlet Protection Ineffective 23-01 Wisconsin Street Reconstruction 2023-08-23 Inlet Protection Ineffective 23-01 Wisconsin Street Reconstruction 2023-09-01 Inlet Protection Ineffective 23-01 Wisconsin Street Reconstruction 2023-09-08 Inlet Protection Ineffective 23-01 Wisconsin Street Reconstruction 2023-09-14 Inlet Protection Ineffective Project: 23-09 Bradley Street Reconstruction Type: Municipal | Group: N/A Project Name Inspection Date Failed BMP Name BMP Condition 23-09 Bradley Street Reconstruction 2023-03-30 Inlet Protection Ineffective 23-09 Bradley Street Reconstruction 2023-03-31 Inlet Protection Ineffective 23-09 Bradley Street Reconstruction 2023-06-01 Inlet Protection Ineffective Project: 23-08 Arthur, Bauman, Coolidge and Tyler Reconstruction Type: Municipal | Group: N/A Project Name Inspection Date Failed BMP Name BMP Condition 23-08 Arthur, Bauman, Coolidge and Tyler 2023-04-17 Perimeter Control Not Applied 23-08 Arthur, Bauman, Coolidge and Tyler 2023-07-06 Inlet Protection Ineffective 23-08 Arthur, Bauman, Coolidge and Tyler 2023-07-13 Inlet Protection Ineffective 23-08 Arthur, Bauman, Coolidge and Tyler 2023-07-21 Inlet Protection Ineffective 23-08 Arthur, Bauman, Coolidge and Tyler 2023-07-27 Inlet Protection Ineffective 23-08 Arthur, Bauman, Coolidge and Tyler 2023-07-28 Inlet Protection Ineffective 23-08 Arthur, Bauman, Coolidge and Tyler 2023-08-02 Inlet Protection Ineffective 23-08 Arthur, Bauman, Coolidge and Tyler 2023-08-03 Inlet Protection Ineffective 23-08 Arthur, Bauman, Coolidge and Tyler 2023-08-10 Turbidity Barrier Ineffective 23-08 Arthur, Bauman, Coolidge and Tyler 2023-08-23 Inlet Protection Not Applied 23-08 Arthur, Bauman, Coolidge and Tyler 2023-09-28 Inlet Protection Ineffective 23-08 Arthur, Bauman, Coolidge and Tyler 2023-10-12 Perimeter Control Ineffective Page 3 of 8 Project: 23-02 Lincoln and McKinley Reconstruction Type: Municipal | Group: N/A Project Name Inspection Date Failed BMP Name BMP Condition 23-02 Lincoln and McKinley Reconstruction 2023-05-18 Inlet Protection Not Applied 23-02 Lincoln and McKinley Reconstruction 2023-06-01 Inlet Protection Ineffective 23-02 Lincoln and McKinley Reconstruction 2023-06-08 Inlet Protection Ineffective 23-02 Lincoln and McKinley Reconstruction 2023-07-06 Inlet Protection Ineffective 23-02 Lincoln and McKinley Reconstruction 2023-08-03 Inlet Protection Not Applied 23-02 Lincoln and McKinley Reconstruction 2023-08-10 Inlet Protection Not Applied 23-02 Lincoln and McKinley Reconstruction 2023-08-15 Inlet Protection Not Applied 23-02 Lincoln and McKinley Reconstruction 2023-08-17 Inlet Protection Not Applied 23-02 Lincoln and McKinley Reconstruction 2023-08-23 Inlet Protection Not Applied 23-02 Lincoln and McKinley Reconstruction 2023-09-01 Inlet Protection Not Applied 23-02 Lincoln and McKinley Reconstruction 2023-09-08 Inlet Protection Not Applied 23-02 Lincoln and McKinley Reconstruction 2023-09-14 Inlet Protection Not Applied 23-02 Lincoln and McKinley Reconstruction 2023-09-21 Inlet Protection Not Applied 23-02 Lincoln and McKinley Reconstruction 2023-09-28 Inlet Protection Not Applied Project: 23-07 - Water main replacement Type: Municipal | Group: N/A Project Name Inspection Date Failed BMP Name BMP Condition 23-07 - Water main replacement 2023-05-02 Inlet Protection Ineffective 23-07 - Water main replacement 2023-05-04 Inlet Protection Ineffective 23-07 - Water main replacement 2023-05-09 Inlet Protection Ineffective 23-07 - Water main replacement 2023-05-11 Inlet Protection Ineffective 23-07 - Water main replacement 2023-05-18 Inlet Protection Ineffective 23-07 - Water main replacement 2023-06-14 Inlet Protection Ineffective 23-07 - Water main replacement 2023-06-21 Inlet Protection Ineffective 23-07 - Water main replacement 2023-06-29 Inlet Protection Ineffective 23-07 - Water main replacement 2023-07-06 Inlet Protection Ineffective 23-07 - Water main replacement 2023-07-21 Inlet Protection Ineffective Page 4 of 8 23-07 - Water main replacement 2023-07-27 Inlet Protection Ineffective 23-07 - Water main replacement 2023-07-28 Inlet Protection Ineffective 23-07 - Water main replacement 2023-08-02 Inlet Protection Ineffective 23-07 - Water main replacement 2023-08-03 Inlet Protection Ineffective 23-07 - Water main replacement 2023-08-10 Inlet Protection Ineffective Project: 23-06 - Sidewalk Rehabilitation Type: Municipal | Group: N/A Project Name Inspection Date Failed BMP Name BMP Condition 23-06 - Sidewalk Rehabilitation 2023-08-02 Inlet Protection Not Applied 23-06 - Sidewalk Rehabilitation 2023-08-03 Inlet Protection Not Applied 23-06 - Sidewalk Rehabilitation 2023-08-10 Inlet Protection Not Applied 23-06 - Sidewalk Rehabilitation 2023-08-15 Inlet Protection Not Applied 23-06 - Sidewalk Rehabilitation 2023-08-17 Inlet Protection Not Applied 23-06 - Sidewalk Rehabilitation 2023-08-23 Inlet Protection Not Applied 23-06 - Sidewalk Rehabilitation 2023-08-31 Inlet Protection Not Applied 23-06 - Sidewalk Rehabilitation 2023-09-08 Inlet Protection Not Applied 23-06 - Sidewalk Rehabilitation 2023-09-14 Inlet Protection Not Applied 23-06 - Sidewalk Rehabilitation 2023-09-21 Inlet Protection Not Applied 23-06 - Sidewalk Rehabilitation 2023-10-05 Inlet Protection Not Applied 23-06 - Sidewalk Rehabilitation 2023-10-12 Inlet Protection Not Applied 23-06 - Sidewalk Rehabilitation 2023-10-16 Inlet Protection Not Applied Project: Menominee Elementary School Type: Comm | Group: N/A Project Name Inspection Date Failed BMP Name BMP Condition Menominee Elementary School 2023-12-08 Inlet Protection Not Applied Menominee Elementary School 2023-12-08 Entrance Protection Ineffective Project: 23-20 Mini-Storm/Storm Sewer Laterals Type: Utility | Group: N/A Project Name Inspection Date Failed BMP Name BMP Condition 23-20 Mini-Storm/Storm Sewer Laterals 2023-09-28 Seeding - Permanent Not Applied Page 5 of 8 23-20 Mini-Storm/Storm Sewer Laterals 2023-10-05 Inlet Protection - Type D HR/M -Not Applied 23-20 Mini-Storm/Storm Sewer Laterals 2023-10-12 Inlet Protection - Type D HR/M -Not Applied Project: 23-25 S. Koeller Street Reconstruction Type: Municipal | Group: N/A Project Name Inspection Date Failed BMP Name BMP Condition 23-25 S. Koeller Street Reconstruction 2023-10-12 Inlet Protection Ineffective Inspector: Joe Standiford Inspector's Organization: City of Oshkosh, WI Project Name Permittee Group Project Type Passed Failed Total 22-01 Bowen St San & Storm Sewer PTS Contractors, Inc.N/A Municipal 19 8 27 22-04 Algoma Blvd & Vine Ave Reconstruction Dorner, Inc.N/A Municipal 17 0 17 22-05 Lincoln Ave & Rosalia St Reconstruction CARL BOWERS CONSTRUCTION N/A Municipal 16 0 16 22-06 Sidewalk Rehabilitation Fischer-Ulman Construction, Inc.N/A Municipal 11 0 11 22-07 - Oregon St Sanitary Sewer Jossart Brothers, Inc.N/A Municipal 23 0 23 22-08 Parking Lot Reconstruction Vinton Construction Co.N/A Municipal 5 0 5 22-11 Manhole Rehab Wood Sewer and Excavating N/A Municipal 7 0 7 22-13 Witzel Ave San Sewer PTS Contractors, Inc.N/A Municipal 28 0 28 22-17 S. Koeller St Concrete Repair Vinton Construction Co.N/A Municipal 5 0 5 22-18 Pratt Trail Reconstruction Vinton Construction Co.N/A Municipal 1 0 1 22-25 Ripon Lane Asphalt & Utilities Dorner, Inc.N/A Municipal 32 0 32 22-26 - Lake Butte des Morts Drive Sanitary Sewer and PTS Contractors, Inc.N/A Municipal 29 4 33 23-01 Wisconsin Street Reconstruction Advance Construction, Inc.N/A Municipal 22 9 31 23-02 Lincoln and McKinley Reconstruction CARL BOWERS CONSTRUCTION N/A Municipal 8 9 17 23-06 - Sidewalk Rehabilitation LaLonde Contractors Inc.N/A Municipal 10 7 17 23-07 - Water main replacement CARL BOWERS CONSTRUCTION N/A Municipal 6 12 18 23-08 Arthur, Bauman, Coolidge and Tyler PTS Contractors, Inc.N/A Municipal 21 7 28 23-09 Bradley Street Reconstruction Vinton Construction Co.N/A Municipal 22 3 25 23-20 Mini-Storm/Storm Sewer Laterals Wood Sewer and Excavating N/A Utility 8 0 8 Total:290 59 349 Page 6 of 8 Inspector: Casey Canady Inspector's Organization: City of Oshkosh, WI Project Name Permittee Group Project Type Passed Failed Total 22-01 Bowen St San & Storm Sewer PTS Contractors, Inc.N/A Municipal 4 0 4 22-18 Pratt Trail Reconstruction Vinton Construction Co.N/A Municipal 7 3 10 23-01 Wisconsin Street Reconstruction Advance Construction, Inc.N/A Municipal 1 5 6 23-02 Lincoln and McKinley Reconstruction CARL BOWERS CONSTRUCTION N/A Municipal 5 5 10 23-05 Lakeshore Park Trails Vinton Construction Co.N/A Municipal 5 0 5 23-06 - Sidewalk Rehabilitation LaLonde Contractors Inc.N/A Municipal 3 5 8 23-07 - Water main replacement CARL BOWERS CONSTRUCTION N/A Municipal 1 3 4 23-08 Arthur, Bauman, Coolidge and Tyler PTS Contractors, Inc.N/A Municipal 5 5 10 23-09 Bradley Street Reconstruction Vinton Construction Co.N/A Municipal 3 0 3 23-10 Parking Lot Construction Vinton Construction Co.N/A Municipal 2 0 2 23-20 Mini-Storm/Storm Sewer Laterals Wood Sewer and Excavating N/A Utility 2 3 5 23-25 S. Koeller Street Reconstruction Vinton Construction Co.N/A Municipal 1 1 2 Menominee Elementary School Oshkosh Area School District N/A Comm 0 1 1 Total:39 31 70 Inspector: Josh Fleming Inspector's Organization: City of Oshkosh, WI Project Name Permittee Group Project Type Passed Failed Total 22-18 Pratt Trail Reconstruction Vinton Construction Co.N/A Municipal 1 0 1 23-05 Lakeshore Park Trails Vinton Construction Co.N/A Municipal 2 0 2 23-08 Arthur, Bauman, Coolidge and Tyler PTS Contractors, Inc.N/A Municipal 2 0 2 23-20 Mini-Storm/Storm Sewer Laterals Wood Sewer and Excavating N/A Utility 2 0 2 Total:7 0 7 Inspector: Chad Wilson Inspector's Organization: AECOM Project Name Permittee Group Project Type Passed Failed Total 22-02 E. 9th Avenue Reconstruction Advance Construction, Inc.N/A Municipal 10 3 13 Page 7 of 8 23-17 E. Parkway Basin Vinton Construction Co.N/A Utility 9 0 9 Total:19 3 22 Inspector: Ryan Ruff Inspector's Organization: Strand Associates, Inc. Project Name Permittee Group Project Type Passed Failed Total 23-16 Rural II Detention Basin PTS Contractors, Inc.N/A Municipal 13 0 13 Total:13 0 13 Inspector: Enrique Ortega Inspector's Organization: City of Oshkosh, WI Project Name Permittee Group Project Type Passed Failed Total 22-18 Pratt Trail Reconstruction Vinton Construction Co.N/A Municipal 4 0 4 23-02 Lincoln and McKinley Reconstruction CARL BOWERS CONSTRUCTION N/A Municipal 4 0 4 23-05 Lakeshore Park Trails Vinton Construction Co.N/A Municipal 7 0 7 23-06 - Sidewalk Rehabilitation LaLonde Contractors Inc.N/A Municipal 4 1 5 23-08 Arthur, Bauman, Coolidge and Tyler PTS Contractors, Inc.N/A Municipal 7 0 7 23-10 Parking Lot Construction Vinton Construction Co.N/A Municipal 4 0 4 23-20 Mini-Storm/Storm Sewer Laterals Wood Sewer and Excavating N/A Utility 6 0 6 23-25 S. Koeller Street Reconstruction Vinton Construction Co.N/A Municipal 4 0 4 Total:40 1 41 Inspector: Josh Fleming Inspector's Organization: City of Oshkosh, WI Project Name Permittee Group Project Type Passed Failed Total 22-18 Pratt Trail Reconstruction Vinton Construction Co.N/A Municipal 1 0 1 Total:1 0 1 Page 8 of 8 Site Name: Onsite Contact/Contractor: Name(s) of individual(s) performing inspection:Inspector Phone/Cell:Date & Time of Inspection Other - Type of Inspection Is the permit certificate posted where visible?Inspection results Inspection Actions Logan avenue apartments Millenium construction inc.Joseph standiford 920-410-3568 1/5/2023 16:45 Random yes fail written_notice_required Merrill middle school Miron construction Joseph standiford 920-410-3568 1/5/2023 17:20 Random yes fail verbal_notice_given Midland oshkosh associates Bayland buildings, inc Joseph standiford 920-410-3568 1/10/2023 21:33 Random - complaint no fail written_notice_required Scooters coffee -2101 w 9th ave.Bayland buildings, inc.Jospeh standiford 920410-3568 1/12/2023 16:46 Follow up inspection no fail verbal_notice_given Merrill middle school Miron Joseph standiford 920-410-3568 1/12/2023 18:15 Random yes fail verbal_notice_given Smith elementary school Weisenburg Joseph standiford 920-410-3568 1/20/2023 16:42 Random yes fail verbal_notice_given Miles kimball Cr structures group Joseph standiford 920-410-3568 2/2/2023 15:44 Random yes pass Logan apartments Millennium construction inc.Joseph standiford 920-410-3568 2/8/2023 19:20 Random yes fail written_notice_required Evco plastics Cardinal construction Joseph standiford 920,410,3568 2/8/2023 20:10 Random yes fail written_notice_required Boys and girls club Soper - CR Meyer Joseph standiford 920-410-3568 2/16/2023 16:10 Random yes fail verbal_notice_given Tiny homes D &J quality construction Joseph standiford 920-410-3568 2/16/2023 17:50 Random yes fail written_notice_required The wit Joseph standiford 920-410-3568 3/2/2023 18:09 Random yes fail written_notice_required Scotters coffee Bayland buildings, inc Joseph standiford 920-410-3468 3/9/2023 15:21 Random yes fail verbal_notice_given Day by day Cardinal construction Joseph standiford 920-410-3568 3/16/2023 18:09 Random yes fail verbal_notice_given Smith elementary Eatthworx Joseph standiford 920-410-3568 3/23/2023 18:36 Random yes Evco plastics Cardinal construction Joseph standiford 920-410-3568 4/27/2023 16:25 Random yes fail verbal_notice_given Chili's North central Joseph standiford 920-410-3568 5/4/2023 14:35 Random yes fail written_notice_required Panda express Pinnical Joseph standiford 920-410-3568 5/9/2023 16:05 Random yes pass The wit Rj Albright construction Joseph standiford 920-410-3568 5/18/2023 15:10 Random yes fail written_notice_required The merge - site j Greenfire management Joseph standiford 920-410-3458 5/25/2023 17:25 Random yes fail verbal_notice_given Panda express Pinnical Joseph standiford 920-410-3568 6/1/2023 15:32 Random yes Paine art center annex Vinton Joseph standiford 920-410-3568 6/14/2023 18:54 Random yes fail written_notice_required Miles kimball CR structures group Joseph standiford 920-410-3568 6/29/2023 17:03 Random yes fail verbal_notice_given Oshkosh sports bar Ganther construction Joseph standiford 920-410-3568 7/6/2023 17:26 Random yes pass Chili's Northcentral construction Joseph standiford 920-410-3568 7/27/2023 17:05 Random yes fail verbal_notice_given Sawyer Creek Crossing - Sediment Stockpile Vinton - Mark Casey Canady 9203760220 12/7/2023 17:08 Resident Complaint n_a fail verbal_notice_given Menominee Elementary School Jon Sabel - Miron Casey Canady 920.376.0220 12/8/2023 17:05 Resident Complaint no fail verbal_notice_given 360 Date 0.25 03/15/2023 20230030 - Easement - Legal Documents justing 03/21/2023 20230003 - Commercial Building Permit for caseyc 03/15/2023 20230030 - Easement - Legal Documents justing 03/15/2023 20230036 - Easement - Legal Documents justing 03/13/2023 20220049 - Mill on Main T Wall - caseyc 0.50 03/13/2023 20220445 - Easements - T Wall Mill on Main caseyc 0.25 03/06/2023 20230058 - Medalist Dive Storage - alyssad 03/08/2023 20230006 - Encroachment - Legal caseyc 03/06/2023 20230003 - Commercial Building Permit for caseyc 1.50 03/06/2023 20210495 - Panda Express Redevelopment caseyc 0.50 02/27/2023 20230060 - Commercial Building Permit for caseyc 0.25 03/01/2023 20230006 - Encroachment - Legal caseyc 02/22/2023 20220479 - Lake Butte des Morts alyssad 02/22/2023 20230042 - 2310 Westowne Ave. Expansion alyssad 02/20/2023 20220439 - Winnebago County Mobile caseyc 0.50 02/20/2023 20230043 - Wal Mart building expansion - caseyc 0.50 02/17/2023 20220445 - Easements - T Wall Mill on Main caseyc 0.50 02/20/2023 20230048 - Jericho Road Ministries alyssad 02/07/2023 20230022 - Amcor 3500 N Main Street caseyc 0.50 02/14/2023 20230014 - 2840 Oregon Street Loading caseyc 0.25 0.25 02/06/2023 20230016 - FVTC Training Facility - alyssad 02/06/2023 20230006 - Encroachment - Legal caseyc 02/02/2023 20210446 - Easement - Legal Documents caseyc 02/06/2023 20230006 - Encroachment - Legal caseyc 01/30/2023 20230001 - Storm Water Management alyssad 02/01/2023 20220441 - Storm Water Management caseyc 01/30/2023 20200326 - Evergreen Retirement Linden caseyc 0.50 01/30/2023 20220469 - EAA PRESS PAD - Commercial caseyc 0.50 01/27/2023 20220441 - Storm Water Management caseyc 01/30/2023 20230001 - Storm Water Management alyssad 2.00 01/25/2023 20230014 - 2840 Oregon Street Loading caseyc 0.50 01/25/2023 20230013 - Oshkosh West High School caseyc 0.25 01/25/2023 20230005 - Sawyer Creek Crossing - alyssad 01/25/2023 20230003 - Commercial Building Permit for caseyc 01/24/2023 20230018 - Storm Water Operation and caseyc 0.50 01/25/2023 20230009 - Thunderbird Bakery - alyssad 01/23/2023 20230006 - Encroachment - Legal caseyc 0.50 01/24/2023 20220291 - 3015 N Main Street Warehouse caseyc 0.25 01/16/2023 20220291 - 3015 N Main Street Warehouse caseyc 0.25 01/16/2023 20210359 - Commercial Building Permit for caseyc 0.25 01/16/2023 20230010 - Verizon Wireless Equipment caseyc 0.25 01/16/2023 20220416 - Tru by Hilton - Commercial Site caseyc 0.25 01/06/2023 20220441 - Storm Water Management caseyc 01/12/2023 20210412 - Boatworks Apartments - alyssad 01/04/2023 20220049 - Mill on Main T Wall - caseyc 1.00 01/04/2023 20220441 - Storm Water Management caseyc 0.25 0.75 No Reviews: Total Hours:145.50 Public Works--Stormwater Project/Stage Reviewer Time (hrs) 12/20/2023 20230503 - 255 E. Snell Rd. Personal justing 12/21/2023 20230519 - Market Fair Michaels Building matthewn 1.00 12/20/2023 20230297 - Easement - Legal Documents alyssad 12/20/2023 20230499 - Vinton Construction Concrete justing 12/18/2023 20220445 - Easements - T Wall Mill on Main caseyc 12/19/2023 20220049 - Mill on Main T Wall - matthewn 12/14/2023 20230496 - Encroachment - Legal jaked 12/14/2023 20230497 - Encroachment - Legal jaked 12/11/2023 20230506 - Encroachment - Legal matthewn 0.50 12/12/2023 20230485 - Encroachment - Legal alyssad 12/11/2023 20230317 - Mister Car Wash - Planning matthewn 2.00 12/11/2023 20220417 - Aligned Theda Care matthewn 0.50 12/11/2023 20230186 - Commercial Building Permit for matthewn 0.25 12/11/2023 20230317 - Mister Car Wash - Commercial matthewn 2.00 12/05/2023 20230484 - Encroachment - Legal alyssad 12/05/2023 20230297 - Easement - Legal Documents alyssad 0.25 12/04/2023 20230476 - 216 State St. Building matthewn 0.25 12/05/2023 20230058 - Medalist Dive Storage - matthewn 0.25 12/04/2023 20230484 - Encroachment - Legal alyssad 12/04/2023 20230131 - 1710 Oshkosh Avenue Sports matthewn 12/04/2023 20230505 - Commercial Building Permit for matthewn 0.25 12/04/2023 20230485 - Encroachment - Legal alyssad 12/01/2023 20230492 - Lourdes Academy Athletic Fields matthewn 0.25 06/06/2023 20230223 - 1935 S KOELLER ST PARKING caseyc 0.25 06/06/2023 20230222 - 825 N Washburn AT&T Cell caseyc 0.25 06/06/2023 20230120 - Living Water Lutheran Church caseyc 0.25 06/06/2023 20220087 - Glacier Dental Development - caseyc 0.25 06/06/2023 20230219 - Commercial Building Permit for caseyc 0.25 06/06/2023 20230216 - Commercial Building Permit for caseyc 0.25 06/06/2023 20230221 - Batteries Plus Parking Lot caseyc 0.25 06/01/2023 20230209 - Residential Building Permit for caseyc 0.50 06/05/2023 20230215 - Commercial Building Permit for caseyc 0.25 06/01/2023 20230100 - Patio for Sturgeon Spirits - caseyc 0.25 06/01/2023 20230091 - Old National Bank & Chipotle caseyc 0.25 05/24/2023 20230201 - Rusch Park Trail - Commercial caseyc 0.50 05/26/2023 20230136 - Pioneer Island Tiki Bar TUP - caseyc 0.25 05/24/2023 20230042 - 2310 Westowne Ave. Expansion caseyc 0.25 05/24/2023 20230196 - Ripple Avenue Estates Phase 2 caseyc 1.50 0.50 05/22/2023 20220304 - Scooter's Coffee Shop - caseyc 0.25 05/22/2023 20230088 - City Contract 23-10 Parking Lots caseyc 0.25 05/22/2023 20230144 - Solutions Recovery Building alyssad 05/22/2023 20230089 - City Contract 23-05 Lakeshore joes 05/15/2023 20230186 - Commercial Building Permit for caseyc 0.25 05/18/2023 20230196 - Ripple Avenue Estates Phase 2 caseyc 1.00 05/15/2023 20230183 - Outdoor Area for Terry's Bar and caseyc 0.25 05/15/2023 20220304 - Scooter's Coffee Shop - caseyc 0.25 05/15/2023 20230155 - Commercial Building Permit for caseyc 0.25 05/15/2023 20220333 - Generac outdoor storage - caseyc 0.25 05/15/2023 20230157 - Commercial Building Permit for caseyc 0.25 05/15/2023 20230156 - Commercial Building Permit for caseyc 0.25 05/10/2023 20230156 - Commercial Building Permit for caseyc 0.25 05/11/2023 20230164 - Easement - Legal Documents matthewn 0.50 05/10/2023 20230157 - Commercial Building Permit for caseyc 0.25 05/10/2023 20230155 - Commercial Building Permit for caseyc 0.25 05/10/2023 20220029 - Commercial Building Permit for caseyc 0.25 05/10/2023 20230058 - Medalist Dive Storage - caseyc 0.50 05/10/2023 20220216 - PETE'S GARAGE BAR PATIO caseyc 0.25 05/10/2023 20230100 - Patio for Sturgeon Spirits - caseyc 0.25 05/08/2023 20220333 - Generac outdoor storage - caseyc 0.25 05/09/2023 20230091 - Old National Bank & Chipotle alyssad 05/08/2023 20220029 - Commercial Building Permit for caseyc 0.50 05/08/2023 20230167 - AT&T Cell Tower Modifications - caseyc 0.25 05/04/2023 20230131 - 1710 Oshkosh Avenue Sports caseyc 0.50 05/08/2023 20230091 - Old National Bank & Chipotle caseyc 1.00 04/27/2023 20230131 - 1710 Oshkosh Avenue Sports caseyc 0.50 05/01/2023 20230120 - Living Water Lutheran Church caseyc 0.25 04/25/2023 20230043 - Wal Mart building expansion - caseyc 0.25 04/27/2023 20230136 - Pioneer Island Tiki Bar TUP - caseyc 0.25 04/24/2023 20230127 - Encroachment - Legal joes 0.50 04/25/2023 20220333 - Generac outdoor storage - caseyc 0.50 04/13/2023 20230058 - Medalist Dive Storage - caseyc 1.50 04/24/2023 20220045 - New Cell Tower Stillman Dr. - caseyc 0.25 0.25 04/13/2023 20230091 - Old National Bank & Chipotle caseyc 1.50 04/13/2023 20220444 - Soper Companies Development caseyc 0.50 04/13/2023 20210412 - Boatworks Apartments - caseyc 04/13/2023 20220181 - Chalice Parking Lot caseyc 2.50 04/13/2023 20230104 - Lycon Facility - Commercial Site caseyc 2.00 04/13/2023 20220045 - New Cell Tower Stillman Dr. - caseyc 0.25 04/12/2023 20230091 - Old National Bank & Chipotle alyssad 04/13/2023 20220479 - Lake Butte des Morts caseyc 04/12/2023 20230001 - Storm Water Management alyssad 04/12/2023 20230003 - Commercial Building Permit for alyssad 04/10/2023 20230120 - Living Water Lutheran Church caseyc 0.50 04/12/2023 20230001 - Storm Water Management alyssad 0.25 04/03/2023 20230115 - Commercial Building Permit for caseyc 0.25 04/03/2023 20230112 - T-Mobile Cell Tower caseyc 0.25 03/31/2023 20220445 - Easements - T Wall Mill on Main alyssad 04/03/2023 20220240 - T-hangar buildings and taxi caseyc 03/29/2023 20230090 - Dockside Patio - Commercial alyssad 03/29/2023 20230100 - Patio for Sturgeon Spirits - alyssad 03/29/2023 20230099 - Mercury Plant 33 Parking Lot - caseyc 2.00 03/29/2023 20230086 - Land Acquisition - 19 E Irving alyssad 03/23/2023 20230089 - City Contract 23-05 Lakeshore joes 1.00 03/27/2023 20230018 - Storm Water Operation and caseyc 0.25 03/22/2023 20220049 - Mill on Main T Wall - caseyc 0.25 03/22/2023 20230088 - City Contract 23-10 Parking Lots caseyc 0.25 07/19/2023 20230223 - 1935 S KOELLER ST PARKING caseyc 0.25 07/20/2023 20230164 - Easement - Legal Documents alyssad 07/17/2023 20230136 - Pioneer Island Tiki Bar TUP - caseyc 0.25 07/17/2023 20230312 - Oshkosh Corp Guard Shack caseyc 0.25 07/17/2023 20230104 - Lycon Facility - Commercial Site caseyc 1.00 07/17/2023 20230305 - Commercial Building Permit for caseyc 0.25 07/17/2023 20230196 - Ripple Avenue Estates Phase 2 caseyc 1.00 07/17/2023 20230301 - Commercial Building Permit for caseyc 0.25 07/13/2023 20230245 - 2050 S Koeller Street Parking caseyc 0.50 07/13/2023 20220265 - Furniture and Appliance Mart caseyc 0.25 07/13/2023 20230296 - Winnebago Area Sanitary caseyc 0.25 07/13/2023 20230230 - Commercial Building Permit for caseyc 0.25 0.50 07/11/2023 20230219 - Commercial Building Permit for caseyc 0.25 07/12/2023 20230018 - Storm Water Operation and caseyc 07/05/2023 20230132 - 608 Jefferson St. - entrance alyssad 07/11/2023 20220240 - T-hangar buildings and taxi caseyc 07/05/2023 20230036 - Easement - Legal Documents jaked 07/05/2023 20230202 - Fox Harbor Marina - alyssad 07/03/2023 20230274 - Electric Division Storage Rack - caseyc 0.25 07/03/2023 20230091 - Old National Bank & Chipotle caseyc 0.25 07/03/2023 20230216 - Commercial Building Permit for caseyc 0.25 07/03/2023 20230042 - 2310 Westowne Ave. Expansion caseyc 0.25 07/03/2023 20230144 - Solutions Recovery Building caseyc 0.50 07/03/2023 20230184 - Oshkosh Community Church caseyc 0.25 07/03/2023 20230223 - 1935 S KOELLER ST PARKING caseyc 0.25 07/03/2023 20200326 - Evergreen Retirement Linden caseyc 0.25 07/03/2023 20230058 - Medalist Dive Storage - caseyc 0.25 07/03/2023 20230136 - Pioneer Island Tiki Bar TUP - caseyc 0.25 07/03/2023 20230058 - Medalist Dive Storage - caseyc 0.25 07/03/2023 20230058 - Medalist Dive Storage - caseyc 0.25 06/30/2023 20230276 - Commercial Building Permit for caseyc 0.25 06/30/2023 20230030 - Easement - Legal Documents justing 0.25 06/29/2023 20230018 - Storm Water Operation and caseyc 06/29/2023 20230018 - Storm Water Operation and caseyc 06/27/2023 20230036 - Easement - Legal Documents alyssad 06/28/2023 20230131 - 1710 Oshkosh Avenue Sports caseyc 06/26/2023 20230230 - Commercial Building Permit for caseyc 0.25 06/27/2023 20230184 - Oshkosh Community Church alyssad 06/26/2023 20230274 - Electric Division Storage Rack - caseyc 0.50 06/26/2023 20230262 - Commercial Building Permit for caseyc 0.25 06/26/2023 20230164 - Easement - Legal Documents matthewn 0.50 06/26/2023 20230164 - Easement - Legal Documents alyssad 06/23/2023 20230224 - CUP - Outdoor Display - 3020 alyssad 06/23/2023 20230199 - TRIO ACADEMY GARAGE justing 06/23/2023 20220439 - Winnebago County Mobile caseyc 0.50 06/23/2023 20230131 - 1710 Oshkosh Avenue Sports caseyc 0.25 06/20/2023 20180137 - Final Plats - Pickart Estates - caseyc 0.25 06/22/2023 20230104 - Lycon Facility - Commercial Site caseyc 1.00 06/20/2023 20230251 - Commercial Building Permit for caseyc 0.25 06/20/2023 20220216 - PETE'S GARAGE BAR PATIO caseyc 0.25 06/20/2023 20230246 - 2616A FOND DU LAC ROAD caseyc 0.25 06/20/2023 20230219 - Commercial Building Permit for caseyc 06/20/2023 20230245 - 2050 S Koeller Street Parking caseyc 0.50 06/20/2023 20230223 - 1935 S KOELLER ST PARKING caseyc 0.25 06/19/2023 20230244 - Commercial Building Permit for caseyc 0.25 06/19/2023 20230234 - Commercial Building Permit for caseyc 0.25 06/14/2023 20230230 - Commercial Building Permit for caseyc 0.25 06/15/2023 20230058 - Medalist Dive Storage - caseyc 1.50 06/14/2023 20230238 - Commercial Building Permit for caseyc 0.25 06/14/2023 20230099 - Mercury Plant 33 Parking Lot - caseyc 0.50 06/14/2023 20230186 - Commercial Building Permit for caseyc 0.25 06/14/2023 20230184 - Oshkosh Community Church caseyc 0.50 06/14/2023 20230185 - Oshkosh Police Department caseyc 1.00 06/14/2023 20230090 - Dockside Patio - Commercial caseyc 0.25 06/14/2023 20230144 - Solutions Recovery Building caseyc 0.50 06/14/2023 20230199 - TRIO ACADEMY GARAGE caseyc 0.25 06/14/2023 20230234 - Commercial Building Permit for caseyc 0.25 06/14/2023 20230131 - 1710 Oshkosh Avenue Sports caseyc 0.25 0.25 06/14/2023 20230212 - Commercial Building Permit for caseyc 0.25 06/14/2023 20230233 - Commercial Building Permit for caseyc 0.25 06/13/2023 20230182 - Commercial Building Permit for alyssad 06/14/2023 20230229 - Commercial Building Permit for caseyc 06/12/2023 20230202 - Fox Harbor Marina - caseyc 0.25 09/21/2023 20230287 - Drive-Thru Restaurant - caseyc 1.50 0.50 09/20/2023 20230402 - Commercial Building Permit for caseyc 0.25 09/21/2023 20230297 - Easement - Legal Documents caseyc 09/20/2023 20230380 - Easement -Storm Sewer- Basler alyssad 09/20/2023 20230400 - Residential Building Permit for caseyc 09/19/2023 20220258 - Evco Plastics 2022 Addition - caseyc 0.25 09/20/2023 20230380 - Easement -Storm Sewer- Basler alyssad 0.25 09/19/2023 20230212 - Commercial Building Permit for caseyc 0.25 09/19/2023 20230201 - Rusch Park Trail - Commercial caseyc 0.25 09/13/2023 20230287 - Drive-Thru Restaurant - alyssad 09/18/2023 20230091 - Old National Bank & Chipotle caseyc 09/12/2023 20230394 - Commercial Building Permit for caseyc 0.25 09/12/2023 20230296 - Winnebago Area Sanitary caseyc 0.25 09/06/2023 20230363 - Encroachment - Legal caseyc 0.25 09/11/2023 20230185 - Oshkosh Police Department caseyc 0.25 09/05/2023 20230392 - Commercial Building Permit for caseyc 0.25 09/06/2023 20230361 - WATCO TRANSLOAD caseyc 1.00 09/05/2023 20210412 - Boatworks Apartments - caseyc 0.50 09/05/2023 20230016 - FVTC Training Facility - caseyc 1.00 09/05/2023 20230350 - Commercial Building Permit for caseyc 0.50 09/05/2023 20210412 - Boatworks Apartments - caseyc 1.00 09/05/2023 20230297 - Easement - Legal Documents caseyc 0.25 09/05/2023 20230278 - Encroachment - Legal caseyc 08/29/2023 20230380 - Easement -Storm Sewer- Basler alyssad 09/01/2023 20230221 - Batteries Plus Parking Lot caseyc 08/29/2023 20210159 - Lakeshore Park Four-Seasons caseyc 0.25 08/29/2023 20230363 - Encroachment - Legal caseyc 0.50 08/25/2023 20230278 - Encroachment - Legal caseyc 08/28/2023 20230315 - 1 N Main St. facade and signage alyssad 08/22/2023 20220416 - Tru by Hilton - Commercial Site caseyc 0.25 08/22/2023 20230383 - CITY CONTRACT 22-18 PRATT caseyc 0.25 08/21/2023 20230350 - Commercial Building Permit for caseyc 0.25 08/21/2023 20230378 - Commercial Building Permit for caseyc 0.25 08/21/2023 20230201 - Rusch Park Trail - Commercial caseyc 0.50 08/21/2023 20230312 - Oshkosh Corp Guard Shack caseyc 0.25 08/21/2023 20210159 - Lakeshore Park Four-Seasons caseyc 0.25 08/21/2023 20230104 - Lycon Facility - Commercial Site caseyc 0.50 08/16/2023 20230360 - Commercial Building Permit for caseyc 0.25 08/17/2023 20230355 - Encroachment - Legal caseyc 0.25 0.50 08/16/2023 20230357 - Commercial Building Permit for caseyc 0.50 08/16/2023 20230358 - Commercial Building Permit for caseyc 0.25 08/15/2023 20230323 - Winnebago County Housing justing 08/16/2023 20230099 - Mercury Plant 33 Parking Lot - caseyc 08/14/2023 20230350 - Commercial Building Permit for caseyc 0.50 08/15/2023 20230184 - Oshkosh Community Church caseyc 0.25 08/08/2023 20230022 - Amcor 3500 N Main Street caseyc 0.25 08/14/2023 20230185 - Oshkosh Police Department caseyc 1.00 08/08/2023 20230090 - Dockside Patio - Commercial caseyc 0.25 08/08/2023 20230221 - Batteries Plus Parking Lot caseyc 0.25 0.50 08/08/2023 20200351 - Smith School Apartments - caseyc 0.25 08/08/2023 20230196 - Ripple Avenue Estates Phase 2 caseyc 0.50 08/07/2023 20230104 - Lycon Facility - Commercial Site alyssad 08/07/2023 20230104 - Lycon Facility - Commercial Site caseyc 08/07/2023 20230030 - Easement - Legal Documents alyssad 08/07/2023 20230278 - Encroachment - Legal caseyc 08/07/2023 20230297 - Easement - Legal Documents caseyc 0.50 08/07/2023 20230301 - Commercial Building Permit for caseyc 0.25 08/03/2023 20230030 - Easement - Legal Documents alyssad 08/03/2023 20230291 - 2130 S WASHBURN STREET - alyssad 08/01/2023 20230312 - Oshkosh Corp Guard Shack caseyc 0.25 08/01/2023 20220444 - Soper Companies Development caseyc 1.00 08/01/2023 20230245 - 2050 S Koeller Street Parking caseyc 0.25 08/01/2023 20230090 - Dockside Patio - Commercial caseyc 0.25 07/31/2023 20230278 - Encroachment - Legal caseyc 0.50 08/01/2023 20230042 - 2310 Westowne Ave. Expansion caseyc 0.50 07/27/2023 20230301 - Commercial Building Permit for caseyc 0.50 07/27/2023 20230223 - 1935 S KOELLER ST PARKING caseyc 0.25 07/26/2023 20230219 - Commercial Building Permit for caseyc 0.25 07/27/2023 20230327 - Commercial Building Permit for caseyc 0.25 0.25 07/26/2023 20230322 - Commercial Building Permit for caseyc 0.25 07/26/2023 20230144 - Solutions Recovery Building caseyc 0.25 07/21/2023 20230247 - Commercial Building Permit for justing 07/25/2023 20230321 - Commercial Building Permit for caseyc 11/15/2023 20230387 - Indoor storage - Commercial caseyc 0.25 11/15/2023 20230478 - Driveway Repair/Improvements - caseyc 0.25 11/15/2023 20220398 - HAVENWOOD HEIGHTS caseyc 1.00 11/15/2023 20230287 - Drive-Thru Restaurant - caseyc 1.00 0.25 11/13/2023 20230380 - Easement -Storm Sewer- Basler alyssad 11/14/2023 20230450 - Commercial Building Permit for caseyc 0.25 11/07/2023 20230380 - Easement -Storm Sewer- Basler alyssad 11/07/2023 20230387 - Indoor storage - Commercial caseyc 11/03/2023 20230458 - A-Z Tobacco Parking Lot caseyc 0.25 11/07/2023 20220417 - Aligned Theda Care caseyc 0.50 11/02/2023 20230465 - Safety Jib Foundations for caseyc 0.25 11/02/2023 20220479 - Lake Butte des Morts caseyc 0.25 0.25 11/02/2023 20230427 - 2840 Quonset Hut Modification caseyc 0.25 11/02/2023 20230387 - Indoor storage - Commercial caseyc 0.25 11/01/2023 20230388 - Commercial Building Permit for alyssad 11/02/2023 20230457 - Commercial Building Permit for caseyc 10/26/2023 20230388 - Commercial Building Permit for caseyc 0.25 11/01/2023 20230427 - 2840 Quonset Hut Modification alyssad 10/25/2023 20210412 - Boatworks Apartments - caseyc 0.25 10/26/2023 20230264 - 4-Imprint Warehouse Addition - caseyc 0.25 10/25/2023 20230459 - Commercial Building Permit for caseyc 0.25 10/25/2023 20210412 - Boatworks Apartments - caseyc 0.25 10/25/2023 20230458 - A-Z Tobacco Parking Lot caseyc 0.25 10/25/2023 20230291 - 2130 S WASHBURN STREET - caseyc 0.25 10/25/2023 20230454 - Commercial Building Permit for caseyc 0.25 10/25/2023 20230457 - Commercial Building Permit for caseyc 0.25 10/20/2023 20220417 - Aligned Theda Care caseyc 0.50 10/25/2023 20220049 - Mill on Main T Wall - caseyc 0.25 10/19/2023 20230453 - Commercial Building Permit for caseyc 0.25 10/19/2023 20230450 - Commercial Building Permit for caseyc 0.25 0.25 10/18/2023 20230005 - Sawyer Creek Crossing - caseyc 1.00 10/19/2023 20230016 - FVTC Training Facility - caseyc 1.00 10/18/2023 20170241 - Dog Daycare 3764 Jackson St - caseyc 10/18/2023 20230005 - Sawyer Creek Crossing - caseyc 10/18/2023 20230452 - Wisconsin Reliability Project caseyc 0.25 10/18/2023 20230387 - Indoor storage - Commercial caseyc 0.25 0.25 10/18/2023 20230287 - Drive-Thru Restaurant - caseyc 1.25 10/18/2023 20230291 - 2130 S WASHBURN STREET - caseyc 0.25 10/17/2023 20230111 - Church Conversion - alyssad 10/18/2023 20230264 - 4-Imprint Warehouse Addition - caseyc 10/11/2023 20230448 - Commercial Building Permit for caseyc 0.25 10/16/2023 20220417 - Aligned Theda Care caseyc 1.50 10/10/2023 20230301 - Commercial Building Permit for caseyc 0.25 10/10/2023 20230438 - The Hangar Cooler Addition & caseyc 0.50 10/10/2023 20230201 - Rusch Park Trail - Commercial caseyc 0.25 10/10/2023 20230410 - Commercial Building Permit for caseyc 0.25 10/10/2023 20230433 - Badger Mill Supply Parking Lot caseyc 0.25 10/10/2023 20230005 - Sawyer Creek Crossing - caseyc 0.25 10/09/2023 20230431 - Commercial Building Permit for caseyc 0.25 10/10/2023 20230432 - Commercial Building Permit for caseyc 0.25 10/04/2023 20230264 - 4-Imprint Warehouse Addition - caseyc 1.00 10/09/2023 20230430 - Commercial Building Permit for caseyc 0.25 10/04/2023 20170241 - Dog Daycare 3764 Jackson St - caseyc 0.50 10/04/2023 20220417 - Aligned Theda Care caseyc 2.00 10/03/2023 20220444 - Soper Companies Development caseyc 0.50 10/04/2023 20230201 - Rusch Park Trail - Commercial caseyc 0.25 10/02/2023 20230410 - Commercial Building Permit for caseyc 0.25 10/02/2023 20230424 - Driveway Replacement - caseyc 0.25 10/02/2023 20230413 - Commercial Building Permit for caseyc 0.25 10/02/2023 20230409 - Commercial Building Permit for caseyc 0.25 09/27/2023 20220417 - Aligned Theda Care caseyc 1.50 10/02/2023 20230400 - Residential Building Permit for caseyc 0.25 09/26/2023 20230410 - Commercial Building Permit for caseyc 0.25 09/26/2023 20230361 - WATCO TRANSLOAD caseyc 0.50 1.00 09/26/2023 20230322 - Commercial Building Permit for caseyc 0.25 09/26/2023 20230409 - Commercial Building Permit for caseyc 0.25 09/25/2023 20230382 - 563 N Main St. - Renovation and alyssad 09/25/2023 20230016 - FVTC Training Facility - caseyc 09/25/2023 20230036 - Easement - Legal Documents jaked 09/25/2023 20230036 - Easement - Legal Documents jaked 09/21/2023 20230355 - Encroachment - Legal caseyc 09/21/2023 20230297 - Easement - Legal Documents caseyc 09/21/2023 20230398 - EAA GARAGE RELOCATION - caseyc 0.50 366No Reviews: Total Hours:122.75 3/7/2024 Page 25 of 25 12/19/2023 20230186 - Commercial Building Permit for caseyc 0.25 12/20/2023 20230297 - Easement - Legal Documents caseyc 12/18/2023 20230519 - Market Fair Michaels Building caseyc 0.25 12/18/2023 20220049 - Mill on Main T Wall - caseyc 0.25 12/18/2023 20230497 - Encroachment - Legal joshuaf 12/18/2023 20230496 - Encroachment - Legal joshuaf 12/13/2023 20230317 - Mister Car Wash - Commercial caseyc 1.50 12/13/2023 20230317 - Mister Car Wash - Planning caseyc 1.50 12/13/2023 20230503 - 255 E. Snell Rd. Personal alyssad 12/13/2023 20230499 - Vinton Construction Concrete alyssad 0.25 12/12/2023 20230186 - Commercial Building Permit for caseyc 0.50 12/12/2023 20220417 - Aligned Theda Care caseyc 0.25 12/05/2023 20230297 - Easement - Legal Documents caseyc 12/06/2023 20230476 - 216 State St. Building caseyc 0.25 12/04/2023 20230492 - Lourdes Academy Athletic Fields caseyc 0.25 12/04/2023 20230505 - Commercial Building Permit for caseyc 0.25 11/30/2023 20230225 - Easement - Legal Documents alyssad 12/04/2023 20230131 - 1710 Oshkosh Avenue Sports caseyc 11/29/2023 20230267 - River Valley Church Proposal - alyssad 11/29/2023 20230492 - Lourdes Academy Athletic Fields alyssad 11/27/2023 20230491 - Commercial Building Permit for caseyc 0.25 11/27/2023 20230016 - FVTC Training Facility - caseyc 1.00 11/22/2023 20230099 - Mercury Plant 33 Parking Lot - caseyc 0.25 11/22/2023 20220417 - Aligned Theda Care caseyc 0.25 11/21/2023 20230488 - 2333 Bowen Street Building caseyc 0.25 11/21/2023 20230490 - Commercial Building Permit for caseyc 0.25 11/15/2023 20170241 - Dog Daycare 3764 Jackson St - caseyc 0.25 11/15/2023 20230196 - Ripple Avenue Estates Phase 2 caseyc 0.25 City of Oshkosh IDDE Program as of: January 24, 2024 City of Oshkosh IDDE Program 2023 Page 1 2/10/2023 City of Oshkosh, WI Illicit Discharge Detection and Elimination (IDDE) Program Municipal Separate Storm Sewer System Program Overview and Goals The goals of the City of Oshkosh’s IDDE program are to: 1) Reduce storm water pollution to the nearby receiving waters including Lake Butte des Morts, Fox River, Sawyer Creek, Campbell Creek, and Lake Winnebago. 2) Prevent non-storm water contaminants or flows from entering the municipal storm sewer system. Non-storm water flows consist of (but are not limited to): sanitary sewer flows, industrial process wastewater, accidental spills or intentional dumping of liquid or solid material that enters the storm sewer system, or any discharge into the city’s storm sewer system that is not composed entirely of storm water, except as allowed by the City of Oshkosh Municipal Code Chapter 14 . 3) Maintain an efficient and structurally sound municipal separate storm sewer system. 4) Comply with state and federal regulations as defined in the City’s MS4 Permit. This IDDE Program document describes the City’s program as required by MS4 Permit Section 3.4 to develop a program related to Permit Sections 2.3.2 to 2.3.6 (see Attachment 1). The City’s Illicit Discharge Ordinance is contained in Articles V and VI of Chapter 14 – Storm Water Management in the City of Oshkosh Municipal Code. Components of the City’s IDDE Program 1. IDDE Field Screening Responsible Position: DPW / Engineering Division; Civil Engineering Supervisor Current Position Staff: Alyssa Deckert; Phone: (920) 236-5065 Email: adeckert@oshkoshwi.gov Program Description: The City contracts with a qualified professional services provider to conduct the IDDE dry weather field screening of the City’s MS4 outfalls in compliance with Section 2.3.2 of the MS4 Permi t. The contracted provider conducts the field work, provides an annual written document of the results of the dry weather screening, and conducts a presentation to the City’s Storm Water Appeals Board in the spring of each year summarizing the previous year’s field work. The annual field screening is conducted as follows: 1) Annual Field Screening – classification of outfalls and schedule a) Priority outfalls are screened every year. Priority outfalls are those outfalls identified with the highest potential for illicit discharge. Priority outfalls are identified based upon the following criteria: i) History of known or suspected illicit discharges within the past 5 years ii) Outfalls with greater than 80% impervious area within the drainage area iii) Outfalls with highly industrial or commercial land use within the drainage area. City of Oshkosh IDDE Program as of: January 24, 2024 City of Oshkosh IDDE Program 2023 Page 2 2/10/2023 b) Non-priority major outfalls are screened once every five years. Non-priority, major outfalls are those outfalls with an inside diameter greater than or equal to 36” diameter or equivalent. c) Non-priority, minor outfalls are screened once every ten years. Non-priority minor outfalls are outfalls with an inside diameter less than 36” diameter or equivalent. d) Supplemental outfalls are additional screening locations that do not meet the legal definition of an outfall according to the MS4 general permit. These locations are generally detention basin inlets. The supplemental outfalls are screened based on further classification as either priority, non-priority major, or non-priority minor outfalls. e) Screening points are located at the outfall, or if submerged at the nearest accessible upstream manhole location. Table 1 shows the status of storm sewer outfalls for the entire City of Oshkosh. Table 1: Storm Sewer Outfalls for the Entire City of Oshkosh Status as of 2023 Field Season Major/Minor Classification No. of Outfalls Prioritization Classification No. of Outfalls Major Outfalls 97 Priority Outfalls 39 Minor Outfalls 248 Non-Priority Major Outfalls 84 Supplemental Outfalls 113 Non-Priority Non-Major Outfalls 335 Total 458 Total 458 2) The contracted firm notifies the Engineering Division when annual IDDE screening is scheduled. 3) The contracted firm conducts field screening procedures at the scheduled outfalls and collects information from the screening process. (See Attachment 2 for example field data collection sheet). Field screening procedures are informed by the “Illicit Discharge Detection and Elimination: A guidance Manual for Program Development and Technical Assessments” (Center for Watershed Protection / Robert Pitt, October 2004) as well as the WDNR’s Illicit Discharge Detection and Elimination guidance document (March 2012). Field screening procedures have evolved after several years of experience to meet permit screening requirements and parameters as discussed with and approved by the WDNR. Details on the screening procedures employed can be found in the latest “Ongoing Screening Summary Report”. 4) The contracted firm notifies the Engineering Division when IDDE screening is completed and prepares an annual report. 5) The contracted firm provides a written report by February of each year documenting the results of the field screening conducted the previous year. The report includes: a) Dates, times, and locations of outfalls screened. b) Weather conditions c) Visual observations (trash, flow, color, odor, turbidity, oil sheen or surface scum, other evidence of non-storm water discharge d) Field parameters measured (pH, chlorine, detergents, ammonia, temperature, conductivity). e) Physical conditions of outfall structure 6) An annual presentation is conducted for the Storm water Utility Appeals Board summarizing the previous year’s findings. City of Oshkosh IDDE Program as of: January 24, 2024 City of Oshkosh IDDE Program 2023 Page 3 2/10/2023 2. Response to Spills and Reports of Illicit Discharge / IDDE Source Investigation and Elimination Responsible Position: DPW / Engineering Division; Civil Engineeri ng Supervisor Current Position Staff: Alyssa Deckert; Phone: (920) 236-5065 Email: adeckert@oshkoshwi.gov Program Description: 1) The Engineering Division may be notified of an Illicit Discharge or Spill primarily from two sources: a. If, during the annual IDDE screening, the Contractor field crew finds an obvious illicit discharge (e.g.: a direct connection of a sanitary lateral, illegal spill, or other evidence) the field crew will document the situation with photographs and test data and immed iately notify City’s Engineering Division. b. Direct communication from a citizen and/or City field staff person may notify the Engineering Division of an observed condition. The City has information posted on its website on how to report spills and illicit discharges. Illicit discharges may be reported through Connect Oshkosh or through direct contact to the Engineering Division. 2) The City has authority to prohibit illicit discharges and carry out inspections, monitoring, and enforcement measures necessary to ensure compliance with this program through the City’s Illicit Discharge Ordinance sections in Articles V and VI of Chapter 14 – Storm Water Management in the City of Oshkosh Municipal Code. 3) If a hazardous or explosive potential exists, the contracted firm notifies the City Engineering Division of a potentially dangerous situation and the City Engineering Division contacts the Oshkosh Fire Department (920-236-5240 or 911) for emergency procedures to prevent further release of material, contain, cleanup, and dispose of material. 4) If the spill or release of a hazardous substance does not qualify as an exemption (see Attachment 3) the City Engineering Division immediately calls the WDNR spills hotline (1 -800-943-0003). 5) If a spill qualifies as an exemption (see Attachment 3), City staff conduct clean up procedures, WDNR notification is not required. 6) If a non-emergency situation exists, the City Engineering Division contacts the DPW Streets Division, Building/Plumbing Inspector, or other staff as needed to investigate the situation. The City will use storm sewer system mapping and other information to track the discharge upstream to its source. The contracted firm’s field crew may assist as needed but generally turns over the investigation to City. 7) Tracking of potential illicit discharges may result in detecting and eliminating cross-connections and leakage from sanitary conveyance systems into the MS4. The City’s annual sanitary and storm sewer televising program supplements the IDDE field screening and periodically identifies cross-connections between sanitary conveyances systems and the MS4. When a potential cross- City of Oshkosh IDDE Program as of: January 24, 2024 City of Oshkosh IDDE Program 2023 Page 4 2/10/2023 connection is observed the City’s televising team contacts the Engineering Division for follow -up investigation and corrective actions. 8) If during investigative efforts, dye testing is used, the City will provide notice to the WDNR as well as the Oshkosh Police and/or Fire Department in advance of dye testing due to the likelihood of dye appearing in waterways and being observed and reported as an illicit discharge or spill. 9) If the non-emergency situation involves a neighboring municipality (discharges to, or coming from), the City will contact that municipality within one working day. Town of Algoma Richard Heath Town Administrator (920) 235-3789 Town of Black Wolf Thomas Coppola Storm water Utility District Chairperson (920) 688-1404 Town of Nekimi Glen Barthels Town Chairman (920) 426-5811 Town of Oshkosh Jim Erdman Town Chair (920) 233-3618 Town of Vinland Chuck Farrey Town Chairman/ Road Supervisor (920) 582-7733 10) The City will then address the identified problem to terminate the illicit discharge and/or connection. This can take several forms from direct action by the City staff, to securing additional resources to implement a fix, to working with a landowner to mitigate an existing situation. 11) The City’s goal is to eliminate the identified discharge as soon as possible (with a target of three working days to the maximum extent practicable). If it will take the City more than 30 days to remove an illicit connection, or if the potential illicit discharge is from a facility with WPDES permit coverage, the WDNR will be contacted to discuss an appropriate action and/or timeframe for removal. The City will keep the WDNR informed of progress and take appropriate steps to remedy the situation, including when the situation is corrected. 12) IDDE screening and response procedures are documented by the City (including dates and locations of IDDE screenings, reports of alleged illicit discharges/date of report/follow -up actions taken, dates of discovery of illicit discharges, identification of outfalls or other areas where illic it discharges have been discovered, sources (including description of the responsible party) of illicit discharges (if known) and actions taken/dates to address discovered illicit discharges) and kept on file for annual reporting or other future reporting or follow-up reasons. City of Oshkosh Post-Construction Storm Water Program as of: January 24, 2024 City of Oshkosh Post Construction Storm Water Program-Final.docx Page 1 2/17/2020 City of Oshkosh, WI Post-Construction Storm Water Management Program Municipal Separate Storm Sewer System Program Overview and Goals The goals of the City of Oshkosh’s Post-Construction Storm Water Management program are to: 1) Reduce stormwater pollution to the nearby receiving water including Lake Butte des Morts, Fox River, Sawyer Creek, Campbell Creek, and Lake Winnebago. 2) Maintain or reduce extent of flooding. 3) Support development while maintaining an efficient and structurally sound municipal separate storm sewer system. 4) Comply with state and federal regulations as defined in the City’s MS4 Permit. This Post-Construction Storm Water Management Program document describes the City’s program as required by MS4 Permit Section 3.6 to develop a program related to Permit Section 2.5.2 to 2.5.4 (see Attachment 1). The City’s Post-Construction Storm Water Management Ordinance is contained in Article IV of Chapter 14 – Storm Water Management in the City of Oshkosh Municipal Code. Components of the City’s Post-Construction Storm Water Management Program 1. Administrative Procedures Responsible Position: DPW / Engineering Division; Civil Engineering Supervisor Current Position Staff: Alyssa Deckert; Phone: (920) 236-5065 Email: adeckert@oshkoshwi.gov Program Description: The City’s program for administration of the post-construction storm water management program, including the process for obtaining local approval and responding to complaints, is as follows: 1) The process for obtaining local approval for post-construction storm water management is as follows: a. All projects requiring a City of Oshkosh permit/approval are administered through the City of Oshkosh Online Permitting and Planning Services (Evolve System): https://www.ci.oshkosh.wi.us/EvolvePublic/ b. The plan submittal and approval process is conducted through the Evolve System. c. This process is more fully described below in 2. Storm Water Management Plan Review section of this document. City of Oshkosh Post-Construction Storm Water Program as of: January 24, 2024 City of Oshkosh Post Construction Storm Water Program-Final.docx Page 2 2/17/2020 2) The City manages and responds to post construction storm water management complaints as follows: a. Complaints are received regarding post-construction storm water management through multiple paths. i. The City’s Connect Oshkosh system is used by citizens to report non-emergency neighborhood issues. ii. Complaints are received by phone calls, or emails, from residents or other City Staff to the Engineering Division. b. When a post-construction stormwater management complaint is received it is directed to the responsible position for this procedure (DPW / Engineering Division; Civil Engineering Supervisor). The Civil Engineering Supervisor may then respond appropriately, or delegate follow-up and response to a qualified individual within the Department of Public Works. This may vary based on the nature of the complaint. c. Response to a post-construction storm water management complaint may vary based on the nature of the issue. Response procedures may include one or more of the following: i. Contacting the site owner, or responsible party for the site. ii. Site inspection. iii. Review of past storm water management plans and/or drainage plans for the site. iv. Enforcement action, if warranted after, may be taken after other response(s) to complaint. d. Complaints and follow-up responses are tracked through Connect Oshkosh, the City’s MS4 PermiTrack software, Reports made through Survey123 (ArcGIS Online) and saved onto server. 2. Storm Water Management Plan Review Responsible Position: DPW / Engineering Division; Civil Engineering Supervisor Current Position Staff: Alyssa Deckert; Phone: (920) 236-5065 Email: adeckert@oshkoshwi.gov Program Description: The procedure for storm water management plan review and approval is as follows: 1) Pre-submittal Meeting: a. A pre-submittal meeting is required prior to site plan submittal with the City’s Development Review Coordinator. This meeting may be waived based on the complexity of the project and/or the applicant’s knowledge of the City’s development requirements. City of Oshkosh Post-Construction Storm Water Program as of: January 24, 2024 City of Oshkosh Post Construction Storm Water Program-Final.docx Page 3 2/17/2020 b. Additionally, for projects that require post-construction storm water management, a pre- submittal meeting with City Engineering staff is required. This meeting may be combined with the pre-submittal meeting under Item a. above. c. Pre-submittal meetings are attended by the Civil Engineering Supervisor (Responsible Position for this procedure). Additional staff from the Engineering Division may attend at the discretion of the supervisor. 2) Applicant submittal: a. The applicant uploads application materials into the Evolve System. b. Alternatively, materials are provided to City of Oshkosh Permitting and Planning Services Staff, who in turn upload into the Evolve System. c. This process may occur multiple times for a single project. If initial submittals are determined to be insufficient (see #3 below), resubmittal is required. 3) Review of submittal: a. The Engineering Division / Civil Engineering supervisor is notified of a submittal. The submittal is assigned to a qualified individual for review of stormwater components. Review may be conducted by Engineering Division staff or a contracted qualified professional (Consultant). b. The submittal materials are reviewed for compliance with Article IV of Municipal Code Chapter 14. Review of construction site erosion control and post-construction storm water management is conducted simultaneously. c. The submittal is discussed at the next weekly Site Plan Review Meeting following the submittal. Meetings are typically held Mondays at 1:00 p.m. Site Plan Review Meeting attendees may include; i. Engineering Division Manager / City Engineer ii. Civil Engineering Supervisor iii. Engineering Division Staff (including those responsible review of general Civil submittal components) iv. Contracted qualified professional v. Planning Division staff d. Discussion at the weekly Site Plan Review Meeting allows collaborative input from multiple reviewers and discussion of site with Engineering Division leaders. e. Following Site Plan Review Meeting, the review of the submittal is finalized. The outcome of review is one of the following: i. Not Approved: Site is deemed to not meet the requirements of Municipal Code Chapter 14. Review comments are provided to the applicant. City of Oshkosh Post-Construction Storm Water Program as of: January 24, 2024 City of Oshkosh Post Construction Storm Water Program-Final.docx Page 4 2/17/2020 ii. Conditional: Site is deemed to meet the requirements of Municipal Code Chapter 14. An approval letter is provided to the applicant . Minor comments may remain, most typically they are associated with items to be completed by the end of construction. Frequent conditional approval comments include: 1. Requirement for a final site inspection and preparation of as-built drawings / certification. 2. Requirement for execution of an operation and maintenance agreement. iii. Approved: Site is deemed to meet the requirements of Municipal Code Chapter 14. An approval letter is provided to the applicant. iv. Hold: Outstanding items are identified. The review is placed on hold and the applicant is contacted (via email) to request additional materials to be submitted that are missing from the submittal. Following submittal of additional material, the review is completed and the review is finalized with one of the outcomes listed above. f. This process is repeated as required for subsequent submittals of a project until a Conditional or Approved status is reached. 4) As-Built Certification a. Following completion of project construction, a final inspection with the Department of Public Works is required to be scheduled to verify the project is constructed in accordance with the approved plans. b. As-built drawings and an as-built certification by a Professional Engineer of the storm water BMPs is required to be submitted. 3. Long-term Maintenance, Inspections and Enforcement Responsible Position: DPW / Engineering Division; Civil Engineering Supervisor Current Position Staff: Alyssa Deckert; Phone: (920) 236-5043 Email: adeckert@oshkoshwi.gov Program Description: Following the completion of the site inspection and as-built certification (See Section 2. 4) above), the project transitions from an active construction project into long-term operation and maintenance. As part of the storm water management plan approval process an operation and maintenance plan and an operation and maintenance agreement is required. An approval will not be given until the agreement is executed. The executed document is formally recorded and also stored within the Evolve System. City of Oshkosh Post-Construction Storm Water Program as of: January 24, 2024 City of Oshkosh Post Construction Storm Water Program-Final.docx Page 5 2/17/2020 Section 14-24 of the City’s ordinance details the requirement for and provisions that gives the City authority for requiring a maintenance agreement. 1) Tracking Regulated Sites: The City uses two systems to track regulated sites. a. For construction sites that occurred prior to the implementation of the Evolve System: i. A GIS coverage (shapefile) is maintained that identifies parcels with a drainage plan on file with the City of Oshkosh. ii. Drainage plans associated with the sites are stored on the City Server. b. For construction sites that occurred after the implementation of the Evolve System: i. The GIS coverage referenced above is maintained. ii. The Evolve system maintains a history of all prior projects. 2) Long Term Maintenance Inspections a. Inspections are conducted at least once every 5 years (WPDES Permit Term) 3) Inspection Documentation a. Paper inspection forms are completed. b. Inspection reports (PDF) are stored on City Server in appropriate folders. 4) Enforcement & Corrective Maintenance a. If defects are identified with a BMP during a routine inspection or as a result of a complaint, the Administering Authority (City) will notify the responsible party of the defect and require corrective actions within a reasonable timeframe as set by the City. b. If the responsible party does not make the required corrections within the specified time period, the City can perform the required corrective actions and charge the responsible party for the cost of the work through a special charge under Wis. Stats. ss66.0627. City of Oshkosh Construction Site Pollution Control Program as of: January 24, 2024 City of Oshkosh Construction Site Pollution Control Program 2023 Page 1 2/17/2020 City of Oshkosh, WI Construction Site Pollution Control Program Municipal Separate Storm Sewer System Program Overview and Goals The goals of the City of Oshkosh’s Construction Site Pollution Control program are to: 1) Reduce storm water pollution to the nearby receiving waters including Lake Butte des Morts, Fox River, Sawyer Creek, Campbell Creek, and Lake Winnebago. 2) Prevent sediment and other non-storm water contaminants due to soil erosion from leaving construction sites. 3) Support development while maintaining an efficient and structurally sound municipal separate storm sewer system. 4) Comply with state and federal regulations as defined in the City’s MS4 Permit. adeckert@oshkoshwi.gov MS4 Permit Section 3.5 to develop a program related to Permit Sections 2.4.2 to 2.4.4 (see Attachment 1). The City’s Construction Site Erosion Control Ordinance is contained in Article III of Chapter 14 – Storm Water Management in the City of Oshkosh Municipal Code. Components of the City’s Construction Site Pollution Control Program 1. Erosion and Sediment Plan Review Responsible Position: DPW / Engineering Division; Civil Engineering Supervisor Current Position Staff: Alyssa Deckert; Phone: (920) 236-5065 Email: adeckert@oshkoshwi.gov Program Description: The City’s Municipal Code Chapter 14 describes multiple land disturbing construction activities that require compliance with the construction site review and permitting process and could be of any size if the City deems it potentially impactful to receiving waters. At a minimum, construction sites of 4,000 square feet or more (see Municipal Code Chapter 14, Article III, Section 14-9 for Applicability and Jurisdiction details) must apply for a permit which includes submitting a construction site erosion and sediment control plan. Sites that are required to obtain a permit must adhere to Section 14-12 Performance Standards for Permitted Sites, Section 14-13 Permitting Requirements, Procedures, and Fees of the City’s Ordinance , and Section 14-14 Erosion and Sediment Control Plan and Amendments. City of Oshkosh Construction Site Pollution Control Program as of: January 24, 2024 City of Oshkosh Construction Site Pollution Control Program 2023 Page 2 2/17/2020 Sites that do not need to prepare a plan and obtain a permit (see 14-9(A)(2)) are still required to adhere to Section 14-11 Performance Standards for Non-Permitted Sites of the City’s Ordinance. One- and two-family residential dwellings disturbing under 1 acre and not a part of a larger development are regulated by the Wisconsin Department of Safety and Professional Services under s. SPS 321 .125 Wis. Adm. Code. The erosion and sediment plan review program is managed through the City of Oshkosh Online Permitting and Planning Services (Evolve System): https://www.ci.oshkosh.wi.us/EvolvePublic/ : Multiple City staff and a contracted qualified professional may get involved with the review and approval of erosion control submittals. The procedure for construction site plan review and approval is as follows: 1) Applicant submittal: a. The applicant uploads application materials into the Evolve System. b. Alternatively, materials are provided to City of Oshkosh Permitting and Planning Services Staff, who in turn upload into the Evolve System. c. This process may occur multiple times for a single project. If initial submittals are determined to be insufficient (see #2 below), resubmittal is required. 2) Review of submittal: a. The Engineering Division / Civil Engineering Supervisor is notified of a submittal. The submittal is assigned to a qualified individual for review of storm water components, including construction site erosion control elements. Review may be conducted by Engineering Division staff or a contracted qualified professional (Consultant). b. The submittal materials are reviewed for compliance with Article III of Municipal Code Chapter 14. Review of construction site erosion control and post-construction storm water management is conducted simultaneously. c. The submittal is discussed at the next weekly Site Plan Review Meeting following the submittal. Meetings are typically held Mondays at 1:00 p.m. Site Plan Review Meeting attendees may include: i. Engineering Division Manager / City Engineer, ii. Civil Engineering Supervisor, iii. Engineering Division Staff (including those responsible review of general Civil submittal components), iv. Contracted qualified professional, v. Planning Division staff, City of Oshkosh Construction Site Pollution Control Program as of: January 24, 2024 City of Oshkosh Construction Site Pollution Control Program 2023 Page 3 2/17/2020 d. Discussion at the weekly Site Plan Review Meeting allows collaborative input from multiple reviewers and discussion of site with Engineering Department leaders. e. Following the Site Plan Review Meeting, the review of the submittal is finalized. The outcome of review is one of the following: i. Not Approved: Site is deemed to not meet the requirements of Municipal Code Chapter 14. Review comments are provided to the applicant. ii. Conditional: Site is deemed to meet the requirements of Municipal Code Chapter 14. An approval letter is provided to the applicant. Minor comments may remain, most typically they are associated with items to be completed by the end of construction. Frequent conditional approval comments include: 1. Requirement for a final site inspection and preparation of as-built drawings / certification. 2. Requirement for execution of an operation and maintenance agreement. iii. Approved: Site is deemed to meet the requirements of Municipal Code Chapter 14. An approval letter is provided to the applicant. iv. Hold: Outstanding items are identified. The review is placed on hold and the applicant is contacted (via email) to request additional materials to be submitted that are missing from the submittal. Following submittal of additional material, the review is completed, and the review is finalized with one of the outcomes listed above. f. This process is repeated as required for subsequent submittals of a project until a Conditional or Approved status is reached. 3) Approval of submittal: As noted in the prior section, there are two levels of approval; Conditional and Approved. Once a project has achieved one of these two statuses, they may proceed with the requested development. 2. Administrative Procedures Responsible Position: DPW / Engineering Division; Civil Engineering Supervisor Current Position Staff: Alyssa Deckert; Phone: (920) 236-5065 Email: adeckert@oshkoshwi.gov Program Description: Administrative procedures for receiving and approving construction site erosion control plans, managing and responding to complaints and considering information from the public, and tracking regulated construction sites are as follows: City of Oshkosh Construction Site Pollution Control Program as of: January 24, 2024 City of Oshkosh Construction Site Pollution Control Program 2023 Page 4 2/17/2020 1) The process for submitting and obtaining local approval for construction site erosion control is as follows: a. All projects requiring a City of Oshkosh permit/approval are administered through the City of Oshkosh Online Permitting and Planning Services (Evolve System): https://www.ci.oshkosh.wi.us/EvolvePublic/ b. The plan submittal and approval process is conducted through the Evolve System (as described in Item 1. Erosion and Sediment Review above). 2) The City manages and responds to construction site erosion control complaints and citizen input as follows: a. Complaints and citizen input are received regarding construction site erosion control through multiple paths. i. The City’s Connect Oshkosh system is used by citizens to report non-emergency neighborhood issues. b. Complaints are received by phone calls from resident or other City Staff to the Engineering Division. When an erosion control complaint is received it is directed to a qualified erosion control inspector within the Engineering Division for response and follow-up. c. Response to an erosion control complaint may vary based on the nature of the complaint. Response procedures may include one or more of the following: i. Phone call to contractor or site owner. ii. Site drive-by (not full site inspection). iii. Site inspection. iv. Enforcement action, if warranted after, may be taken after other response(s) to complaint. d. Complaints and follow-up responses are tracked through Connect Oshkosh and the City’s MS4 PermiTrack software. Any erosion control inspections completed are documented and tracked in the City’s erosion control inspection geodatabase. e. Authority to inspect the site and enforce a response: i. The City has the authority to conduct inspections of land disturbing activities under Section 14-16 of the City’s Ordinance. ii. The City’s ability to enforce compliance with construction site erosion control (and other) activities is detailed in Article VI Enforcement, Penalties, Appeals, and Severability of the City’s Ordinance. 3) The City tracks regulated construction sites as follows: City of Oshkosh Construction Site Pollution Control Program as of: January 24, 2024 City of Oshkosh Construction Site Pollution Control Program 2023 Page 5 2/17/2020 a. Applications are tracked through the City Evolve program and process as discussed previously. b. Active sites and erosion control inspections are tracked through the City’s erosion control inspection geodatabase through site closure. 3. Construction Site Inspections and Enforcement Responsible Position: DPW / Engineering Division; Civil Engineering Supervisor Current Position Staff: Alyssa Deckert; Phone: (920) 236-5043 Email: adeckert@oshkoshwi.gov Program Description: The City inspects sites with erosion control permits, documents the inspections, and maintains inspection records. Enforcement mechanisms are implemented to obtain compliance as needed. These program elements are as follows: 1) As noted previously, the City of Oshkosh has the responsibility and authority to conduct inspections of land disturbing activities under Section 14-16 of the City’s Ordinance and the ability to enforce compliance with construction site erosion control (and other) activities is detailed in Article VI Enforcement, Penalties, Appeals, and Severability of the City’s Ordinance. The following City departments and staff are responsible for construction site inspection and enforcement: a. Engineering Division b. Inspections Services (1 & 2 family homes) 2) The City inspects construction sites based on the construction site conditions and freque ncy as noted in the following schedule. Inspection frequency varies based on the type of construction site. a. City Project: City, or consultant, completes construction site inspections in accordance with Municipal Code Chapter 14-13 (C) (7) and WPDES Permit No. WI-S067831-5. Inspections are conducted at least once per week and within 24-hours after a precipitation event of 0.5-inches or greater. b. Private Project (Major): A major project is defined as being a site that has one-acre or more of disturbed area. Inspections are conducted at the following frequency: i. Initial Inspection: Within the first two weeks of commencement of land disturbing activity. ii. On-Going Inspections: Once every 45 days. iii. Inactive Site Inspections: Once every 60 days. City of Oshkosh Construction Site Pollution Control Program as of: January 24, 2024 City of Oshkosh Construction Site Pollution Control Program 2023 Page 6 2/17/2020 iv. Follow-up Inspections: Within 7 days (for sites with sediment discharge or inadequate erosion control measures unless correction made and observed/documented by inspector during initial site inspection or corrections were verified via photographs submitted to the inspector) v. Final Inspection: Following completion of construction. If applicable, occurs in conjunction with Post-Construction Storm Water Management final inspections. c. Private Project (Minor): A minor project is defined as any private project permitted by the City of Oshkosh Municipal Code Chapter 14 that is has less than one -acre of disturbed area. i. On-Going Inspections: City typically will conduct a first time visit for new projects to ensure all initial erosion/sediment control BMP’s are properly installed. Following that, the City typically will only perform inspections if there are complaints or based on engineering judgement. ii. Final Inspection: Following completion of construction. If applicable, occurs in conjunction with Post-Construction Storm Water Management final inspections. 3) Construction site inspections for all project types are documented as follows: a. A mobile data collection tools and forms to complete site inspections. Following completion of inspections, the data is uploaded into a Geodatabase. EC inspections are stored within the server and ArcGIS Online due to the use of Survey123 for reports. Typically, the reports are only downloaded from ArcGIS Online when they are required to be sent to contractor/owner/consultant. b. Inspection reports are generated (PDF format) and stored in the City’s MS4 PermiTrack software. 4) The City’s ability to enforce compliance with construction site erosion control (and other) activities is detailed in Article VI Enforcement, Penalties, Appeals, and Severability of the City’s Ordinance. The City has the right to revoke a permit for noncompliance by posting written notice on site which stops further work at the site except as a condition precedent to the re - issuance of the permit. Specifically, the City has developed the following process of enforcement: a. Warnings b. Notices of non-compliance c. Stop Work d. Re-start work e. Other MS4 2023 ANNUAL REPORT (PUBLIC EDUCATION AND OUTREACH PROGRAM FOR PERMIT COMPLIANCE) The following Excel spreadsheet details how the City of Oshkosh will comply with the Public education and outreach requirements for our MS4 permit period. Various Engineering staff including Storm Water Engineers Casey Canady and Joseph Standiford along with Civil Engineering Supervisor, Alyssa Deckert will work to update and fulfill the requirements for this permit period. Action Person Responsible Date Planned/ Complete Reach Complete?Action Person Responsible Date Planned/ Complete Reach Complete?Action Person Responsible Date Planned/ Complete Reach Complete?Action Person Responsible Date Planned/ Complete Reach Complete?Action Person Responsible Date Planned/ Complete Reach Complete? Provide details about what it is so that implementing the Outreach is easier. Select your type of Delivery Mechanism What is planned? Who is going to do it?When? # people reached Yes/No What is planned? Who is going to do it?When? # people reached Yes/No What is planned? Who is going to do it?When? # people reached Yes/No What is planned? Who is going to do it?When? # people reached Yes/No What is planned? Who is going to do it?When? # people reached Yes/No Watershed Cleanup* See Outreach Policy for procedure to make the most of NEWSC services https://drive.google.com/file/d/18vufC6hI6kCw1z3WuEfVfIJo6tJ- TZdl/view?usp=sharing Volunteer event Watershed Cleanup NEWSC 6-May 226 Yes Watershed Cleanup NEWSC Watershed Cleanup NEWSC Watershed Cleanup NEWSC Watershed Cleanup NEWSC Chloride Monitoring IDDE Education for Volunteers https://drive.google.com/file/d/1km9X- ez1lStSyE5hVRooJNMlkq7hF4Qr/view Education Activities (School Presentations, summer camps)Presentation/Video NEWSC 15-Jan 2 Yes Keep Our Waters Clean Flyer See Attached Social media posts Social Media Posts Media Services March 10+ Yes Salt Awareness Week Article/Interview Media offerings (radio and TV ads, press release, etc.)News Article/Interview WBAY 23-Jan 100+ Yes Local Organizations Bring Awareness to Salt Usage Article/Interview Media offerings (radio and TV ads, press release, etc.) News Article/Interview 620WTMJ Wisconsin Radio 29-Jan 100+ Yes Salt Leaving Bad Taste in Mother Natures Mouth Article/Interview Media offerings (radio and TV ads, press release, etc.)News Article WFRV 18-Jan 100+ Yes Using Road Salt Has Its Drawbacks Article/Interview Media offerings (radio and TV ads, press release, etc.)News Article Wisconsin Public Radio 2-Feb 100+ Yes Exhibit in Your Community to highlight topic See Outreach Policy for procedure to make the most of NEWSC services https://drive.google.com/file/d/18vufC6hI6kCw1z3WuEfVfIJo6tJ- TZdl/view?usp=sharing Information booth at event Information Booth NEWSC Jan. 25, Mar. 17, Apr. 13 40 Yes Chloride Monitoring https://www.google.com/maps/d/viewer?mid=1hBOxrw1PIrzz9bsal gCTdElFGvjdrM0&ll=44.371693999171775%2C- 88.29907499999997&z=8 Volunteer event Chloride Monitoring/Sampling NEWSC 15-Jan 2 Yes School Presentations https://drive.google.com/file/d/1fgeOMD2Zqd5yASOiPU7GdvD6lb MhgXo7/view Education Activities (School Presentations, summer camps)School Presentation NEWSC 15-Feb 60 Yes School Presentations https://drive.google.com/file/d/1fgeOMD2Zqd5yASOiPU7GdvD6lb MhgXo7/view Education Activities (School Presentations, summer camps)School Presentation NEWSC 15-Feb 60 Yes Exhibit in Your Community to highlight topic See Outreach Policy for procedure to make the most of NEWSC services https://drive.google.com/file/d/18vufC6hI6kCw1z3WuEfVfIJo6tJ- TZdl/view?usp=sharing Information booth at event Information Booth NEWSC Jan. 25, Mar. 17, Apr. 13 40 Yes https://www.winnebagocountysolidwaste.com/_files/ugd/80d3ec_c 625f37578274d5197ca4761c1bf5561.pdf Distribution of print media (mailings, newsletters, etc.) via mail or email Hazardous material pickup Winnebago County April 10+ Yes Hazardous material pickup Winnebago County Hazardous material pickup Winnebago County Hazardous material pickup Winnebago County Hazardous material pickup Winnebago County Keep Our Waters Clean Flyer See Attached Social media posts Social Media Posts Media Services March 10+ Yes Pet Waste Flyer See Attached Social media posts Social Media Posts Media Services March 10+ Yes Watershed Cleanup Volunteer event Watershed Cleanup NEWSC 6-May 226 Yes Watershed Cleanup NEWSC Watershed Cleanup NEWSC Watershed Cleanup NEWSC Watershed Cleanup NEWSC Fertilizer Infographic Social media posts Social Media Post Media Services May 10+ Yes Social Media Post Media Services Social Media Post Media Services Social Media Post Media Services Social Media Post Media Services School Presentations https://drive.google.com/file/d/1fgeOMD2Zqd5yASOiPU7GdvD6lbMhgXo7/vi ew Education Activities (School Presentations, summer camps)School Presentation NEWSC 15-Feb 60 Yes Exhibit in Your Community to highlight topic See Outreach Policy for procedure to make the most of NEWSC services https://drive.google.com/file/d/18vufC6hI6kCw1z3WuEfVfIJo6tJ- TZdl/view?usp=sharing Information booth at event Information Booth NEWSC Jan. 25, Mar. 17, Apr. 13 40 Yes https://www.ci.oshkosh.wi.us/StormWaterUtility/assets/pdf/GrassC lipping.pdf Distribution of print media (mailings, newsletters, etc.) via mail or email Grass clippings brochure Utility Billing/DPW Grass clippings brochure Utility Billing/DPW Grass clippings brochure Utility Billing/DPW Grass clippings brochure Utility Billing/DPW Grass clippings brochure Utility Billing/DPW Keep Our Waters Clean Flyer See Attached Social media posts Social Media Posts Media Services March 10+ Yes Grass Clippings Monthly PSA Flyer See Attached Social media posts Social Media Posts Media Services May 10+ Yes Leaf Collection Flyer See Attached Social media posts Social Media Posts Media Services October 10+ Yes Grass Cutting Requirements Distribution of print media (mailings, newsletters, etc.) via mail or email Newspaper Ad DPW April 12 and 19 10000+ Yes Watershed Cleanup Volunteer event Watershed Cleanup NEWSC 6-May 226 Yes Watershed Cleanup NEWSC Watershed Cleanup NEWSC Watershed Cleanup NEWSC Watershed Cleanup NEWSC Exhibit in Your Community to highlight topic See Outreach Policy for procedure to make the most of NEWSC services https://drive.google.com/file/d/18vufC6hI6kCw1z3WuEfVfIJo6tJ- TZdl/view?usp=sharing Information booth at event Information Booth NEWSC Jan. 25, Mar. 17, Apr. 13 40 Yes School Presentations https://drive.google.com/file/d/1fgeOMD2Zqd5yASOiPU7GdvD6lbMhgXo7/vi ew Education Activities (School Presentations, summer camps)School Presentation NEWSC 15-Feb 60 Yes Oshkosh Students Collaborate with Non-Profit to Install Fishing Line Receptacles Article/Interview Media offerings (radio and TV ads, press release, etc.)News Article Fox 11 News 25-Apr 100+ Yes Watershed Alliance Director to Speak at Co-op Article Media offerings (radio and TV ads, press release, etc.)News Article Oshkosh Herald 1-Nov 100+ Yes Students Plan Day of Service with Shoreline Cleanup Article Media offerings (radio and TV ads, press release, etc.)News Article Oshkosh Herald 6-Sep 100+ Yes West Students to Highlight Waterways Cleanup Article Media offerings (radio and TV ads, press release, etc.)News Article Oshkosh Herald 16-Aug 100+ Yes Invasive Species Monitoring Seeks Volunteers Article Media offerings (radio and TV ads, press release, etc.)News Article Oshkosh Herald 9-Aug 100+ Yes Watershed Cleanup Volunteer event Watershed Cleanup NEWSC 6-May 226 Yes Watershed Cleanup NEWSC Watershed Cleanup NEWSC Watershed Cleanup NEWSC Watershed Cleanup NEWSC School Presentations https://drive.google.com/file/d/1fgeOMD2Zqd5yASOiPU7GdvD6lbMhgXo7/vi ew Education Activities (School Presentations, summer camps)School Presentation NEWSC 15-Feb 60 Yes Exhibit in Your Community to highlight topic See Outreach Policy for procedure to make the most of NEWSC services https://drive.google.com/file/d/18vufC6hI6kCw1z3WuEfVfIJo6tJ- TZdl/view?usp=sharing Information booth at event Information Booth NEWSC Jan. 25, Mar. 17, Apr. 13 40 Yes https://www.ci.oshkosh.wi.us/StormWaterUtility/assets/pdf/Residen tial_Credit_Policy_and_Application_2010.pdf Website Storm Water Utility Credits Website/Engine ering Continuous 10+ Yes Storm Water Utility Credits Website/Engin eering Storm Water Utility Credits Website/Engin eering Storm Water Utility Credits Website/Engin eering Storm Water Utility Credits Website/Engin eering Landscaping PSA Flyer See Attached Social media posts Social Media Posts Media Services June 10+ Yes School Presentations https://drive.google.com/file/d/1fgeOMD2Zqd5yASOiPU7GdvD6lbMhgXo7/vi ew Education Activities (School Presentations, summer camps)School Presentation NEWSC 15-Feb 60 Yes Fox-Wolf Watershed Conference Annual Conference held 1st Tuesday/Wednesday in March - check online www.fwwa.org/conference for more details Targeted group training (contractors, consultants) Watershed Conference NEWSC Feb. 28 - Mar. 1 5 Yes Watershed Conference NEWSC Watershed Conference NEWSC Watershed Conference NEWSC Watershed Conference NEWSC NEWSC Half Day Stormwater Quality Management Workshop https://docs.google.com/document/d/131k3UMywejqqrq7bvHtDSY 5TcZAqhO7D/edit Targeted group training (contractors, consultants)Training NEWSC 14-Sep 3 Yes Targeted group training (contractors, consultants) Annual EC Pre-con Meeting Casey 5/25 and 9/22 17 Yes Annual EC Pre-con Meeting Casey Annual EC Pre-con Meeting Casey Annual EC Pre-con Meeting Casey Annual EC Pre-con Meeting Casey Government event (public hearing, council meeting) Storm Water Appeals Board Alyssa/Justin 22-Feb 3 Yes Exhibit in Your Community to highlight topic See Outreach Policy for procedure to make the most of NEWSC services https://drive.google.com/file/d/18vufC6hI6kCw1z3WuEfVfIJo6tJ- TZdl/view?usp=sharing Information booth at event Information Booth NEWSC Jan. 25, Mar. 17, Apr. 13 40 Yes 2025 Stream and Shoreline Management Promote the management of streambanks and shorelines by riparian landowners to minimize erosion and restore and enhance the ecological value of waterways. 4 5 Residential Infiltration Promote infiltration of residential storm water runoff from rooftop downspouts, driveways, and sidewalks. 6 Construction Sites & Post Construction Stormwater Management Inform and educate those responsible for the design, installation, and maintenance of construction site erosion control practices and storm water management facilities on how to design, install, and maintain the practices. 2 1 Illicit Discharge Detection & Elimination Promote detection and elimination of illicit discharges and water quality impacts associated with such discharges from municipal separate storm sewer systems. Household Hazardous Waste Disposal/Pet Waste Management/ Vehicle Washing Inform and educate the public about the proper management of materials that may cause storm water pollution from sources including automobiles, pet waste, household hazardous waste and household practices. 3 Yard Waste Management/ Pesticide and Fertilizer Application Promote beneficial onsite reuse of leaves and grass clippingsand proper use of lawn and garden fertilizers. Where to get it/How to use it 2.1.2 Delivery Mechanism Active/Passive 2024 # 2.1.1 Topic Description Add WDNR description from permit language 2023 NEWSC Resource Available City of Oshkosh Outreach & Education Plan Outreach & Education Goal: Increase awareness of strom water pollution impacts on waters of the state and encourage changes in public behavior. 2026 2027 Stormwater Utility Brochure https://www.ci.oshkosh.wi.us/StormWaterUtility/assets/pdf/Stormw ater_Utility_Brochure.pdf Print media display (brochures at front desk, posters, etc.)Brochure Alyssa 1/1/2023 10+ Yes Brochure Alyssa Brochure Alyssa Brochure Alyssa Brochure Alyssa Oshkosh Students Collaborate with Non-Profit to Install Fishing Line Receptacles Article/Interview Media offerings (radio and TV ads, press release, etc.)News Article Fox 11 News 25-Apr 100+ Yes Remembering 9/11: Oshkosh North Students Give Back to Community Article/Interview Media offerings (radio and TV ads, press release, etc.)News Article/Interview NBC 26 11-Sep 100+ Yes Watershed Alliance Director to Speak at Co-op Article Media offerings (radio and TV ads, press release, etc.)News Article Oshkosh Herald 1-Nov 100+ Yes Students Plan Day of Service with Shoreline Cleanup Article Media offerings (radio and TV ads, press release, etc.)News Article Oshkosh Herald 6-Sep 100+ Yes Wisconsin DNR adds 51 waters to Its List of Polluted Waterways Article/Interview Media offerings (radio and TV ads, press release, etc.)News Article/Interview Wisconsin Public Radio 13-Nov 100+ Yes West Students to Highlight Waterways Cleanup Article Media offerings (radio and TV ads, press release, etc.)News Article Oshkosh Herald 16-Aug 100+ Yes Watershed Cleanup* See Outreach Policy for procedure to make the most of NEWSC services https://drive.google.com/file/d/18vufC6hI6kCw1z3WuEfVfIJo6tJ- TZdl/view?usp=sharing Volunteer event Watershed Cleanup NEWSC 6-May 226 Yes Watershed Cleanup NEWSC Watershed Cleanup NEWSC Watershed Cleanup NEWSC Watershed Cleanup NEWSC School Presentation https://drive.google.com/file/d/1fgeOMD2Zqd5yASOiPU7GdvD6lbMhg Xo7/view Education Activities (School Presentations, summer camps) School Presentation NEWSC 15-Feb 60 Yes Stormwater Utility Brochure Print media display (brochures at front desk, posters, etc.)Brochure Alyssa 1/1/2023 10+ Yes Brochure Alyssa Brochure Alyssa Brochure Alyssa Brochure Alyssa Build Your Own Rain Barrel Workshop Flyer See Attached Social media posts Social Media Posts Media Services May 10+ Yes Fox-Wolf Watershed Conference Targeted group training (contractors, consultants) Watershed Conference NEWSC Feb. 28 - Mar. 1 5 Yes Watershed Conference NEWSC Watershed Conference NEWSC Watershed Conference NEWSC Watershed Conference NEWSC Planned Planned Planned Planned Planned Total # of Outreach Efforts 117 78 77 77 77 # of Public Involvement Events (Count GOLD and GREEN Rows with Text)9 8 8 8 8 Illicit Discharge Detection & Elimination Topic 1 Covered yes yes yes yes yes Topic 2 Covered yes yes yes yes yes Outreach & Education Template developed by Northeast Wisconsin Stormwater Consortium Topic 3 Covered yes yes yes yes yes 2.2 Public Involvement and Participation Topic 4 Covered yes yes yes yes yes 1 Volunteer Opportunity Annually - Cleanup Topic 5 Covered yes yes yes yes yes 1 Public Input Opportunity Annually - MS4 Annual Report Topic 6 Covered yes yes yes yes yes Additional as topics arise Topic 7 Covered yes yes yes yes yes Topic 8 Covered yes yes yes yes yes # of Topics Covered 8 8 8 8 8 Minimum of 6 Topics Covered Goal Met YES YES YES YES YES Delivery Mechanism Goal Met YES YES YES YES YES # of Public Participation Events (Add Gold lines)3 2 2 2 2 Minimum of 2 Public Involvement Events/Year YES YES YES YES YES no no no 0 NO NO NO Complete 0 no no no no no NO yes 8 YES YES NO no 0 NO 3 YES yes yes no Residential Infiltration yes noConstruction Sites & Post Construction Stormwater Management Pollution Prevention noyes Green Infrastructure/Low Impact Development yes no 7 Pollution Prevention Identify businesses and activities that may pose a storm water contamination concern, and educate those specific audiences on methods of stormwater pollution prevention. 8 Green Infrastructure/Low Impact Development Promote environmentall sensitive land development designs by developers and designers, including green infrasture and low impact development. Each Permit Cycle: 8 of 8 Topics must be addressed Each Year a Permittee Must: Address 6 out of 8 Topics, Use at least 2 active Delivery *Public Participation Efforts may count towards Education & Outreach Efforts Household Hazardous Waste Disposal/Pet Waste Management/Vehicle Yard Waste Management/ Pesticide and Fertilizer Application Stream and Shoreline Management Complete Complete 0 no yes no 53 9 yes no no no no 0 NO NO NO Complete 0 no no no no no no no no 0 NO NO NO Complete 0 no no no no no MS4 2023 ANNUAL REPORT (PUBLIC INVOLVEMENT AND PARTICIPATION PROGRAM FOR PERMIT COMPLIANCE) The following Excel spreadsheet details how the City of Oshkosh will comply with the Public involvement and participation requirements for our MS4 permit period. Various Engineering staff including Storm Water Engineers Casey Canady and Joseph Standiford along with Civil Engineering Supervisor, Alyssa Deckert will work to update and fulfill the requirements for this permit period. Action Person Responsible Date Planned/ Complete Reach Complete?Action Person Responsible Date Planned/ Complete Reach Complete?Action Person Responsible Date Planned/ Complete Reach Complete?Action Person Responsible Date Planned/ Complete Reach Complete?Action Person Responsible Date Planned/ Complete Reach Complete? Provide details about what it is so that implementing the Outreach is easier. Select your type of Delivery Mechanism What is planned? Who is going to do it?When? # people reached Yes/No What is planned? Who is going to do it?When? # people reached Yes/No What is planned? Who is going to do it?When? # people reached Yes/No What is planned? Who is going to do it?When? # people reached Yes/No What is planned? Who is going to do it?When? # people reached Yes/No Watershed Cleanup* See Outreach Policy for procedure to make the most of NEWSC services https://drive.google.com/file/d/18vufC6hI6kCw1z3WuEfVfIJo6tJ- TZdl/view?usp=sharing Volunteer event Watershed Cleanup NEWSC 6-May 226 Yes Watershed Cleanup NEWSC Watershed Cleanup NEWSC Watershed Cleanup NEWSC Watershed Cleanup NEWSC Chloride Monitoring IDDE Education for Volunteers https://drive.google.com/file/d/1km9X- ez1lStSyE5hVRooJNMlkq7hF4Qr/view Education Activities (School Presentations, summer camps)Presentation/Video NEWSC 15-Jan 2 Yes Keep Our Waters Clean Flyer See Attached Social media posts Social Media Posts Media Services March 10+ Yes Salt Awareness Week Article/Interview Media offerings (radio and TV ads, press release, etc.)News Article/Interview WBAY 23-Jan 100+ Yes Local Organizations Bring Awareness to Salt Usage Article/Interview Media offerings (radio and TV ads, press release, etc.) News Article/Interview 620WTMJ Wisconsin Radio 29-Jan 100+ Yes Salt Leaving Bad Taste in Mother Natures Mouth Article/Interview Media offerings (radio and TV ads, press release, etc.)News Article WFRV 18-Jan 100+ Yes Using Road Salt Has Its Drawbacks Article/Interview Media offerings (radio and TV ads, press release, etc.)News Article Wisconsin Public Radio 2-Feb 100+ Yes Exhibit in Your Community to highlight topic See Outreach Policy for procedure to make the most of NEWSC services https://drive.google.com/file/d/18vufC6hI6kCw1z3WuEfVfIJo6tJ- TZdl/view?usp=sharing Information booth at event Information Booth NEWSC Jan. 25, Mar. 17, Apr. 13 40 Yes Chloride Monitoring https://www.google.com/maps/d/viewer?mid=1hBOxrw1PIrzz9bsal gCTdElFGvjdrM0&ll=44.371693999171775%2C- 88.29907499999997&z=8 Volunteer event Chloride Monitoring/Sampling NEWSC 15-Jan 2 Yes School Presentations https://drive.google.com/file/d/1fgeOMD2Zqd5yASOiPU7GdvD6lb MhgXo7/view Education Activities (School Presentations, summer camps)School Presentation NEWSC 15-Feb 60 Yes School Presentations https://drive.google.com/file/d/1fgeOMD2Zqd5yASOiPU7GdvD6lb MhgXo7/view Education Activities (School Presentations, summer camps)School Presentation NEWSC 15-Feb 60 Yes Exhibit in Your Community to highlight topic See Outreach Policy for procedure to make the most of NEWSC services https://drive.google.com/file/d/18vufC6hI6kCw1z3WuEfVfIJo6tJ- TZdl/view?usp=sharing Information booth at event Information Booth NEWSC Jan. 25, Mar. 17, Apr. 13 40 Yes https://www.winnebagocountysolidwaste.com/_files/ugd/80d3ec_c 625f37578274d5197ca4761c1bf5561.pdf Distribution of print media (mailings, newsletters, etc.) via mail or email Hazardous material pickup Winnebago County April 10+ Yes Hazardous material pickup Winnebago County Hazardous material pickup Winnebago County Hazardous material pickup Winnebago County Hazardous material pickup Winnebago County Keep Our Waters Clean Flyer See Attached Social media posts Social Media Posts Media Services March 10+ Yes Pet Waste Flyer See Attached Social media posts Social Media Posts Media Services March 10+ Yes Watershed Cleanup Volunteer event Watershed Cleanup NEWSC 6-May 226 Yes Watershed Cleanup NEWSC Watershed Cleanup NEWSC Watershed Cleanup NEWSC Watershed Cleanup NEWSC Fertilizer Infographic Social media posts Social Media Post Media Services May 10+ Yes Social Media Post Media Services Social Media Post Media Services Social Media Post Media Services Social Media Post Media Services School Presentations https://drive.google.com/file/d/1fgeOMD2Zqd5yASOiPU7GdvD6lbMhgXo7/vi ew Education Activities (School Presentations, summer camps)School Presentation NEWSC 15-Feb 60 Yes Exhibit in Your Community to highlight topic See Outreach Policy for procedure to make the most of NEWSC services https://drive.google.com/file/d/18vufC6hI6kCw1z3WuEfVfIJo6tJ- TZdl/view?usp=sharing Information booth at event Information Booth NEWSC Jan. 25, Mar. 17, Apr. 13 40 Yes https://www.ci.oshkosh.wi.us/StormWaterUtility/assets/pdf/GrassC lipping.pdf Distribution of print media (mailings, newsletters, etc.) via mail or email Grass clippings brochure Utility Billing/DPW Grass clippings brochure Utility Billing/DPW Grass clippings brochure Utility Billing/DPW Grass clippings brochure Utility Billing/DPW Grass clippings brochure Utility Billing/DPW Keep Our Waters Clean Flyer See Attached Social media posts Social Media Posts Media Services March 10+ Yes Grass Clippings Monthly PSA Flyer See Attached Social media posts Social Media Posts Media Services May 10+ Yes Leaf Collection Flyer See Attached Social media posts Social Media Posts Media Services October 10+ Yes Grass Cutting Requirements Distribution of print media (mailings, newsletters, etc.) via mail or email Newspaper Ad DPW April 12 and 19 10000+ Yes Watershed Cleanup Volunteer event Watershed Cleanup NEWSC 6-May 226 Yes Watershed Cleanup NEWSC Watershed Cleanup NEWSC Watershed Cleanup NEWSC Watershed Cleanup NEWSC Exhibit in Your Community to highlight topic See Outreach Policy for procedure to make the most of NEWSC services https://drive.google.com/file/d/18vufC6hI6kCw1z3WuEfVfIJo6tJ- TZdl/view?usp=sharing Information booth at event Information Booth NEWSC Jan. 25, Mar. 17, Apr. 13 40 Yes School Presentations https://drive.google.com/file/d/1fgeOMD2Zqd5yASOiPU7GdvD6lbMhgXo7/vi ew Education Activities (School Presentations, summer camps)School Presentation NEWSC 15-Feb 60 Yes Oshkosh Students Collaborate with Non-Profit to Install Fishing Line Receptacles Article/Interview Media offerings (radio and TV ads, press release, etc.)News Article Fox 11 News 25-Apr 100+ Yes Watershed Alliance Director to Speak at Co-op Article Media offerings (radio and TV ads, press release, etc.)News Article Oshkosh Herald 1-Nov 100+ Yes Students Plan Day of Service with Shoreline Cleanup Article Media offerings (radio and TV ads, press release, etc.)News Article Oshkosh Herald 6-Sep 100+ Yes West Students to Highlight Waterways Cleanup Article Media offerings (radio and TV ads, press release, etc.)News Article Oshkosh Herald 16-Aug 100+ Yes Invasive Species Monitoring Seeks Volunteers Article Media offerings (radio and TV ads, press release, etc.)News Article Oshkosh Herald 9-Aug 100+ Yes Watershed Cleanup Volunteer event Watershed Cleanup NEWSC 6-May 226 Yes Watershed Cleanup NEWSC Watershed Cleanup NEWSC Watershed Cleanup NEWSC Watershed Cleanup NEWSC School Presentations https://drive.google.com/file/d/1fgeOMD2Zqd5yASOiPU7GdvD6lbMhgXo7/vi ew Education Activities (School Presentations, summer camps)School Presentation NEWSC 15-Feb 60 Yes Exhibit in Your Community to highlight topic See Outreach Policy for procedure to make the most of NEWSC services https://drive.google.com/file/d/18vufC6hI6kCw1z3WuEfVfIJo6tJ- TZdl/view?usp=sharing Information booth at event Information Booth NEWSC Jan. 25, Mar. 17, Apr. 13 40 Yes https://www.ci.oshkosh.wi.us/StormWaterUtility/assets/pdf/Residen tial_Credit_Policy_and_Application_2010.pdf Website Storm Water Utility Credits Website/Engine ering Continuous 10+ Yes Storm Water Utility Credits Website/Engin eering Storm Water Utility Credits Website/Engin eering Storm Water Utility Credits Website/Engin eering Storm Water Utility Credits Website/Engin eering Landscaping PSA Flyer See Attached Social media posts Social Media Posts Media Services June 10+ Yes School Presentations https://drive.google.com/file/d/1fgeOMD2Zqd5yASOiPU7GdvD6lbMhgXo7/vi ew Education Activities (School Presentations, summer camps)School Presentation NEWSC 15-Feb 60 Yes Fox-Wolf Watershed Conference Annual Conference held 1st Tuesday/Wednesday in March - check online www.fwwa.org/conference for more details Targeted group training (contractors, consultants) Watershed Conference NEWSC Feb. 28 - Mar. 1 5 Yes Watershed Conference NEWSC Watershed Conference NEWSC Watershed Conference NEWSC Watershed Conference NEWSC NEWSC Half Day Stormwater Quality Management Workshop https://docs.google.com/document/d/131k3UMywejqqrq7bvHtDSY 5TcZAqhO7D/edit Targeted group training (contractors, consultants)Training NEWSC 14-Sep 3 Yes Targeted group training (contractors, consultants) Annual EC Pre-con Meeting Casey 5/25 and 9/22 17 Yes Annual EC Pre-con Meeting Casey Annual EC Pre-con Meeting Casey Annual EC Pre-con Meeting Casey Annual EC Pre-con Meeting Casey Government event (public hearing, council meeting) Storm Water Appeals Board Alyssa/Justin 22-Feb 3 Yes Exhibit in Your Community to highlight topic See Outreach Policy for procedure to make the most of NEWSC services https://drive.google.com/file/d/18vufC6hI6kCw1z3WuEfVfIJo6tJ- TZdl/view?usp=sharing Information booth at event Information Booth NEWSC Jan. 25, Mar. 17, Apr. 13 40 Yes 2025 Stream and Shoreline Management Promote the management of streambanks and shorelines by riparian landowners to minimize erosion and restore and enhance the ecological value of waterways. 4 5 Residential Infiltration Promote infiltration of residential storm water runoff from rooftop downspouts, driveways, and sidewalks. 6 Construction Sites & Post Construction Stormwater Management Inform and educate those responsible for the design, installation, and maintenance of construction site erosion control practices and storm water management facilities on how to design, install, and maintain the practices. 2 1 Illicit Discharge Detection & Elimination Promote detection and elimination of illicit discharges and water quality impacts associated with such discharges from municipal separate storm sewer systems. Household Hazardous Waste Disposal/Pet Waste Management/ Vehicle Washing Inform and educate the public about the proper management of materials that may cause storm water pollution from sources including automobiles, pet waste, household hazardous waste and household practices. 3 Yard Waste Management/ Pesticide and Fertilizer Application Promote beneficial onsite reuse of leaves and grass clippingsand proper use of lawn and garden fertilizers. Where to get it/How to use it 2.1.2 Delivery Mechanism Active/Passive 2024 # 2.1.1 Topic Description Add WDNR description from permit language 2023 NEWSC Resource Available City of Oshkosh Outreach & Education Plan Outreach & Education Goal: Increase awareness of strom water pollution impacts on waters of the state and encourage changes in public behavior. 2026 2027 Stormwater Utility Brochure https://www.ci.oshkosh.wi.us/StormWaterUtility/assets/pdf/Stormw ater_Utility_Brochure.pdf Print media display (brochures at front desk, posters, etc.)Brochure Alyssa 1/1/2023 10+ Yes Brochure Alyssa Brochure Alyssa Brochure Alyssa Brochure Alyssa Oshkosh Students Collaborate with Non-Profit to Install Fishing Line Receptacles Article/Interview Media offerings (radio and TV ads, press release, etc.)News Article Fox 11 News 25-Apr 100+ Yes Remembering 9/11: Oshkosh North Students Give Back to Community Article/Interview Media offerings (radio and TV ads, press release, etc.)News Article/Interview NBC 26 11-Sep 100+ Yes Watershed Alliance Director to Speak at Co-op Article Media offerings (radio and TV ads, press release, etc.)News Article Oshkosh Herald 1-Nov 100+ Yes Students Plan Day of Service with Shoreline Cleanup Article Media offerings (radio and TV ads, press release, etc.)News Article Oshkosh Herald 6-Sep 100+ Yes Wisconsin DNR adds 51 waters to Its List of Polluted Waterways Article/Interview Media offerings (radio and TV ads, press release, etc.)News Article/Interview Wisconsin Public Radio 13-Nov 100+ Yes West Students to Highlight Waterways Cleanup Article Media offerings (radio and TV ads, press release, etc.)News Article Oshkosh Herald 16-Aug 100+ Yes Watershed Cleanup* See Outreach Policy for procedure to make the most of NEWSC services https://drive.google.com/file/d/18vufC6hI6kCw1z3WuEfVfIJo6tJ- TZdl/view?usp=sharing Volunteer event Watershed Cleanup NEWSC 6-May 226 Yes Watershed Cleanup NEWSC Watershed Cleanup NEWSC Watershed Cleanup NEWSC Watershed Cleanup NEWSC School Presentation https://drive.google.com/file/d/1fgeOMD2Zqd5yASOiPU7GdvD6lbMhg Xo7/view Education Activities (School Presentations, summer camps) School Presentation NEWSC 15-Feb 60 Yes Stormwater Utility Brochure Print media display (brochures at front desk, posters, etc.)Brochure Alyssa 1/1/2023 10+ Yes Brochure Alyssa Brochure Alyssa Brochure Alyssa Brochure Alyssa Build Your Own Rain Barrel Workshop Flyer See Attached Social media posts Social Media Posts Media Services May 10+ Yes Fox-Wolf Watershed Conference Targeted group training (contractors, consultants) Watershed Conference NEWSC Feb. 28 - Mar. 1 5 Yes Watershed Conference NEWSC Watershed Conference NEWSC Watershed Conference NEWSC Watershed Conference NEWSC Planned Planned Planned Planned Planned Total # of Outreach Efforts 117 78 77 77 77 # of Public Involvement Events (Count GOLD and GREEN Rows with Text)9 8 8 8 8 Illicit Discharge Detection & Elimination Topic 1 Covered yes yes yes yes yes Topic 2 Covered yes yes yes yes yes Outreach & Education Template developed by Northeast Wisconsin Stormwater Consortium Topic 3 Covered yes yes yes yes yes 2.2 Public Involvement and Participation Topic 4 Covered yes yes yes yes yes 1 Volunteer Opportunity Annually - Cleanup Topic 5 Covered yes yes yes yes yes 1 Public Input Opportunity Annually - MS4 Annual Report Topic 6 Covered yes yes yes yes yes Additional as topics arise Topic 7 Covered yes yes yes yes yes Topic 8 Covered yes yes yes yes yes # of Topics Covered 8 8 8 8 8 Minimum of 6 Topics Covered Goal Met YES YES YES YES YES Delivery Mechanism Goal Met YES YES YES YES YES # of Public Participation Events (Add Gold lines)3 2 2 2 2 Minimum of 2 Public Involvement Events/Year YES YES YES YES YES no no no 0 NO NO NO Complete 0 no no no no no NO yes 8 YES YES NO no 0 NO 3 YES yes yes no Residential Infiltration yes noConstruction Sites & Post Construction Stormwater Management Pollution Prevention noyes Green Infrastructure/Low Impact Development yes no 7 Pollution Prevention Identify businesses and activities that may pose a storm water contamination concern, and educate those specific audiences on methods of stormwater pollution prevention. 8 Green Infrastructure/Low Impact Development Promote environmentall sensitive land development designs by developers and designers, including green infrasture and low impact development. Each Permit Cycle: 8 of 8 Topics must be addressed Each Year a Permittee Must: Address 6 out of 8 Topics, Use at least 2 active Delivery *Public Participation Efforts may count towards Education & Outreach Efforts Household Hazardous Waste Disposal/Pet Waste Management/Vehicle Yard Waste Management/ Pesticide and Fertilizer Application Stream and Shoreline Management Complete Complete 0 no yes no 53 9 yes no no no no 0 NO NO NO Complete 0 no no no no no no no no 0 NO NO NO Complete 0 no no no no no __________________________________ Plan Commission Minutes 1 March 19, 2024 PLAN COMMISSION MINUTES (Just Item I) March 19, 2024 PRESENT: Mamadou Coulibaly, Margy Davey, Council Member Esslinger, Kathleen Propp, Meredith Scheuermann, Ed Bowen, John Kiefer, Thomas Perry EXCUSED: Kristopher Ulrich, Karl Loewenstein, DJ Nichols STAFF: Mark Lyons, Planning Services Manager; Justin Gierach, Engineering Division Manager; Alyssa Deckert, Civil Engineering Supervisor; Brian Slusarek, Principal Planner; Brandon Nielsen, Associate Planner Chairperson Perry called the meeting to order at 4:00 pm. Roll call was taken and a quorum declared present. Mr. Bowen arrived at 4:01pm. The minutes of March 5, 2024 were approved as presented. (Davey/Coulibaly) I. APPROVE AND SUBMIT WISCONSIN DEPARTMENT OF NATURAL RESOURCES 2023 STORM WATER PROGRAM ANNUAL REPORT Mr. Lyons said that when the City did its board consolidation, there had to be a new mechanism for moving the MS4 Annual Report through the approval process and onto Council. It was determined that Plan Commission would be the appropriate body given the board and commission changes. Report accepted as part of the record. The applicant requests approval to submit the 2023 MS4 Annual Report to the WDNR. Ms. Deckert gave a summary of the 2023 MS4 Annual Report. She explained that MS4 is a municipal separate storm sewer system. It is a publicly-owned storm sewer system that collects rainwater runoff, snowmelts, and other drainage that discharge into local waterways. They are issued a permit from the Wisconsin Department of Natural Resources (WDNR) which was initiated in January of 2007, updated in May of 2014 and will expire in April of 2024 when the WDNR will initiate a new permit. Purpose of the MS4 Annual report is to provide the WDNR an update on the City’s MS4 permit compliance through different control measures that include: public outreach, education, involvement and participation, illicit discharge detection and elimination, construction site pollutant control, post-construction storm water management, pollution prevention and storm sewer system map. __________________________________ Plan Commission Minutes 2 March 19, 2024 Mr. Perry opened up technical questions to staff. Ms. Scheuermann asked if there are any emerging trends or themes that are different. Ms. Deckert said that there is a stormwater management plan, so the City is always striving to better the waters. There is improvement each year, and they try to do additional outreach, but there hasn’t been any significant change in the last year. Mr. Kiefer said that when the Stormwater Utility Appeals Board was in operation, the members pushed for more public outreach or having maps or signage available to explain what retention ponds do in public. Mr. Coulibaly said he was curious about the way staff detects discharge. Ms. Deckert said that the consultant takes samples and runs tests to determine what potential discharges are found, and some potential discharges are visible to the eye, which would result in further testing. Mr. Coulibaly asked if the consultant will take samples and run tests after a potential discharge is discovered or if they seek out issues. Ms. Deckert said that the consultant will help staff track the discharge upstream to identify where it comes from. Mr. Kiefer said that there is a schedule of outfalls that the consultant looks at either every year or on certain years. If something was discovered in one, they will follow up the next year to determine if it is still an issue. Mr. Perry opened the public hearing and asked if members of the public wished to speak. Mr. Perry closed public comments. Motion by Kiefer to adopt the findings and recommendation as stated in the staff report. Seconded by Scheuermann. Mr. Perry asked if there was any discussion on the motion. Motion carried 8-0. TO :T O :Honorable Mayor and Members of the Common Council FRO M :FRO M :Kathy Snell, Special Events Coordinator D A TE :D A T E :March 26, 2024 SUB JEC T:SUB JEC T :Res 24-133 Approve Special Event - DutriRun Foundation to Utilize City Streets for Race the Lake, August 18, 2024 A t t a chment sAttachments RES 24-133 Race the Lake Attachment 03/26/2024 Res 24-133 RESOLUTION CARRIED 6-0 PURPOSE: Approve Special Event - DutriRun Foundation to utilize City streets for Race the Lake, August 18, 2024 INITIATED BY : CITY ADMINISTRATION NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Oshkosh that approval is granted to DutriRun Foundation (Gloria West) to utilize City Streets: Main Street, Washington Ave., Hazel Street, Menominee Drive, E. Murdock Avenue, Bowen Street and Menominee Park on Sunday, August 18, 2024, from 7:00 a.m. to 9:00 a.m. for the Race the Lake event in accordance with the municipal code and the attached application, with the following exceptions/conditions: A. B. C. BE IT FURTHER RESOLVED that as a condition of approval, the Event Organizer shall pay the City’s actual costs for extraordinary services. Approval of this request shall not be interpreted as approval to conduct the event during any period of emergency order or declaration prohibiting such an event. Approval of this event shall not be interpreted to supersede any emergency order or declaration applicable to such an event and all events shall remain subject to all applicable ordinances, orders, declarations and requirements for public gatherings. Cost Estimates for Extraordinary Services Police Staffing $2583.83 (preliminary estimate includes dedicated staffing of 9 CSO hrs., 26 Officer hrs. & 3 Supervisor hrs.) Streets Staffing $289.64 (preliminary estimate includes dedicated staffing of 20 hrs. for the delivery & pick up of barricades and signs) Equipment / Vehicles $277.44 (preliminary estimate includes 10 hrs. of dedicated use of a truck and trailer for the delivery & pick up of barricades and signs) Supplies / Materials $407 (preliminary estimate includes use of barricades and signs) TO :T O :Honorable Mayor and Members of the Common Council FRO M :FRO M :Kathy Snell, Special Events Coordinator D A TE :D A T E :March 26, 2024 SUB JEC T:SUB JEC T :Res 24-134 Approve Special Event - Paine Art Center & Gardens to Utilize Algoma Boulevard and Congress Avenue for the Faire on the Green, July 14, 2024 A t t a chment sAttachments RES 24-134 Faire on the Green Attachment 03/26/2024 24-134 RESOLUTION CARRIED 6-0 PURPOSE: Approve Special Event - Paine Art Center & Gardens to utilize Algoma Boulevard and Congress Avenue for the Faire on the Green, July 14, 2024 INITIATED BY : CITY ADMINISTRATION NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Oshkosh that approval is granted to Paine Art Center and Gardens (Doris Peitz) to utilize one lane of Algoma Boulevard between W. New York Avenue and Congress Avenue for the setup and tear-down times and close Congress Avenue between Algoma Boulevard and Elmwood Avenue on Sunday, July 14, 2024, from 9:00 a.m. to 4:00 p.m. for the Festival of Spring event in accordance with the municipal code and the attached application, with the following exceptions/conditions: A. If Algoma becomes too congested during the set-up/clean-up phases between 5:00 AM - 9:00 AM and 4:00 PM – 6:00 PM, a decision may be made to close Algoma temporarily (at W. New York) until the congestion subsides. This will be at the discretion of Auxiliary Officers/CSO’s on site. B. C. BE IT FURTHER RESOLVED that as a condition of approval, the Event Organizer shall pay the City’s actual costs for extraordinary services. Approval of this request shall not be interpreted as approval to conduct the event during any period of emergency order or declaration prohibiting such event. Approval of this event shall not be interpreted to supersede any emergency order or declaration applicable to such event and all events shall remain subject to all applicable ordinances, orders, declarations and requirements for public gatherings. Cost Estimates for Extraordinary Services PoliceStaffing $81.24 (preliminary estimate includes dedicated staffing of 4 CSO hrs. for traffic management; setup/ tear down of barricades, no parking signs and cones)Equipment / Vehicle $79.56 (preliminary estimate includes 4 hrs. of dedicated use of a police vehicle for set up/tear down of barricades, no parking signs and cones)Supplies / Materials $33.00 (preliminary estimate includes use of no parking signs and cones)StreetsStaffing $149.32 (preliminary estimate included 4 hrs. of dedicated staffing for the delivery / pick up of barricades and signs)Equipment / Vehicle $138.72 (preliminary estimate includes 4 hrs. of dedicated use of a truck and trailer for delivery / pick up of barricades and signs)Supplies/Materials $132.00 (preliminary estimate includes use of barricades and signs) TO :T O :Honorable Mayor and Members of the Common Council FRO M :FRO M :Kathy Snell, Special Events Coordinator D A TE :D A T E :March 26, 2024 SUB JEC T:SUB JEC T :Res 24-135 Approve Special Event - Vietnam Veterans of America Chapter 437 to Utilize City Streets to Hold the Oshkosh 4th of July Parade, July 4, 2024 A t t a chment sAttachments RES 24-135 4th of July Parade Attachment 03/26/2024 24-135 RESOLUTION CARRIED 6-0 PURPOSE: Approve Special Event - Vietnam Veterans of America Chapter 437 to utilize City streets to hold the Oshkosh 4th Of July Parade, July 4, 2024 INITIATED BY : City Administration NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Oshkosh that approval is granted to Vietnam Veterans of America Chapter 437 to utilize City streets (N. Main St. & Irving Ave.) to hold the Oshkosh 4th of July Parade on Thursday, July 4, 2024, from 9:00 a.m. – 11:00 a.m., in accordance with the municipal code and the attached application, with the following exceptions/conditions: A. An exception to the provisions of section 6-6 of the Oshkosh Municipal Code is granted to allow horses in the City during this event, reasonable set up and clean up and during transport to and from the event. Horses shall not be stabled in or otherwise remain in the City except as provided in this paragraph. B. C. BE IT FURTHER RESOLVED that as a condition of approval, the Event Organizer shall pay the City’s actual costs for extraordinary services. Approval of this request shall not be interpreted as approval to conduct the event during any period of emergency order or declaration prohibiting such an event. Approval of this event shall not be interpreted to supersede any emergency order or declaration applicable to such an event and all events shall remain subject to all applicable ordinances, orders, declarations and requirements for public gatherings. Cost Estimates for Extraordinary Services None TO :T O :Honorable Mayor and Members of the Common Council FRO M :FRO M :Kathy Snell, Special Events Coordinator D A TE :D A T E :March 26, 2024 SUB JEC T:SUB JEC T :Res 24-136 Approve Special Event - Jambalaya Arts Inc to Utilize the Alley Area behind 401- 419 N Main Street for the Alley Art Market Series, May 23, June 8, July 14, August 10, and September 14, 2024 A t t a chment sAttachments RES 24-136 Alley Art Market Attachment 03/26/2024 24-136 RESOLUTION CARRIED 6-0 PURPOSE: Approve Special Event - Jambalaya Arts Inc to utilize the alley area behind 401-419 N Main Street for the Alley Art Market series, May 23, June 8, July 14, August 10, and September 14, 2024 INITIATED BY : City Administration NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Oshkosh that approval is granted to Jambalaya Arts Inc. (Amie Brownfield) to utilize Algoma Alley behind 400 N. Main St. on May 23, June 8, July 13, August 10, September 14, & October 12, 2024 (Saturdays) from 7:00 a.m. to 10:00 p.m. (actual event times will be from 8:00 a.m. to 10 p.m.) for the Alley Art Market series, in accordance with the municipal code and the attached application, with the following exceptions/conditions: A. B. C. BE IT FURTHER RESOLVED that as a condition of approval, the Event Organizer shall pay the City’s actual costs for extraordinary services. Approval of this request shall not be interpreted as approval to conduct the event during any period of emergency order or declaration prohibiting such an event. Approval of this event shall not be interpreted to supersede any emergency order or declaration applicable to such an event and all events shall remain subject to all applicable ordinances, orders, declarations and requirements for public gatherings. Cost Estimates for Extraordinary Services None TO :T O :Honorable Mayor and Members of the Common Council FRO M :FRO M :Kathy Snell, Special Events Coordinator D A TE :D A T E :March 26, 2024 SUB JEC T:SUB JEC T :Res 24-137 Approve Special Event - Bay Lakes Scout Council to Utilize Menominee Park Ames Point Area for the Bay Lakes, Twin Lakes District Cub Scout Fishing, June 1, 2024 A t t a chment sAttachments RES 24-137 Cub Scout Fishing Attachment 03/26/2024 24-137 RESOLUTION CARRIED 6-0 PURPOSE: Approve Special Event - Bay Lakes Scout Council to utilize Menominee Park Ames Point area for the Bay Lakes, Twin Lakes District Cub Scout Fishing, June 1, 2024 INITIATED BY : City Administration NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Oshkosh that approval is granted to Bay-Lakes Scout Council (Kathy Myszewski) to utilize Menominee Park Aimes Point on Saturday, June 1, 2024 from 6:30 a.m. to 1:00 p.m. (actual event time 9:00 a.m. to 12:00 p.m.) for the Bay Lakes, Twin Lakes District Cub Scout Fishing, in accordance with the municipal code and the attached application, with the following exceptions/conditions: A. B. C. BE IT FURTHER RESOLVED that as a condition of approval, the Event Organizer shall pay the City’s actual costs for extraordinary services. Approval of this request shall not be interpreted as approval to conduct the event during any period of emergency order or declaration prohibiting such an event. Approval of this event shall not be interpreted to supersede any emergency order or declaration applicable to such an event and all events shall remain subject to all applicable ordinances, orders, declarations and requirements for public gatherings. Cost Estimates for Extraordinary Services None TO :T O :Honorable Mayor and Members of the Common Council FRO M :FRO M :Kathy Snell, Special Events Coordinator D A TE :D A T E :March 26, 2024 SUB JEC T:SUB JEC T :Res 24-138 Approve Special Event - UW Oshkosh to Host Their Spring & Fall Commencements at the UWOshkosh Kolf Sports Center, May 18 and December 14, 2024 A t t a chment sAttachments RES 24-138 UWO Spring & Fall Commencements Attachment 03/26/2024 24-138 RESOLUTION CARRIED 6-0 PURPOSE: Approve Special Event - UW Oshkosh to host their Spring & Fall Commencements at the UW Oshkosh Kolf Sports Center, May 18 & December 14, 2024 INITIATED BY : City Administration NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Oshkosh that approval is granted to UW-Oshkosh (Lynn Kleman) to host their Spring and Fall Commencements at the UW Oshkosh Kolf Sports Center on Saturday, May 18, 2024 from 6:45 a.m. – 4:30 p.m. and Saturday, December 14, 2024 from 10 a.m. – 16:00 p.m., in accordance with the municipal code and the attached application, with the following exceptions/conditions: A. B. C. BE IT FURTHER RESOLVED that as a condition of approval, the Event Organizer shall pay the City’s actual costs for extraordinary services. Approval of this request shall not be interpreted as approval to conduct the event during any period of emergency order or declaration prohibiting such an event. Approval of this event shall not be interpreted to supersede any emergency order or declaration applicable to such an event and all events shall remain subject to all applicable ordinances, orders, declarations and requirements for public gatherings. Cost Estimates for Extraordinary Services Fire Staffing $2,656.55 (preliminary estimate includes dedicated paramedics for 16.25 hrs.) Equipment/Vehicle $785.20 (preliminary estimate includes 16.25 hrs. for a dedicated ambulance) TO :T O :Honorable Mayor and Members of the Common Council FRO M :FRO M :Kathy Snell, Special Events Coordinator D A TE :D A T E :March 26, 2024 SUB JEC T:SUB JEC T :Res 24-139 Approve Special Event - Bago Walleye Club (BWC) to Utilize Menominee Park Millers Bay & Rainbow Memorial Park for the BWC Invitationals, April 28, June 2, June 23, and July 14, 2024 A t t a chment sAttachments RES 24-139 Bago Walleye Club Invitationals Attachment 03/26/2024 24-139 RESOLUTION CARRIED 6-0 PURPOSE: Approve Special Event - Bago Walleye Club (BWC) to utilize Menominee Park Millers Bay & Rainbow Memorial Park for the BWC Invitationals, April 28, June 2, June 23, and July 14, 2024 INITIATED BY : City Administration NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Oshkosh that approval is granted to Bago Walleye Club (Sean Freund) to utilize Menominee Park Millers Bay and Gazebo area, on Sundays: April 28, June 2, June 23, 2024 from 5:30 a.m. to 4:30 p.m. and Rainbow Memorial Park July 14, 2024 (actual event times: 7:00 a.m. to 3:00 p.m. each day) for the BWC Invitationals, in accordance with the municipal code and the attached application, with the following exceptions/conditions: A. B. C. BE IT FURTHER RESOLVED that as a condition of approval, the Event Organizer shall pay the City’s actual costs for extraordinary services. Approval of this request shall not be interpreted as approval to conduct the event during any period of emergency order or declaration prohibiting such an event. Approval of this event shall not be interpreted to supersede any emergency order or declaration applicable to such an event and all events shall remain subject to all applicable ordinances, orders, declarations and requirements for public gatherings. Cost Estimates for Extraordinary Services None TO :T O :Honorable Mayor and Members of the Common Council FRO M :FRO M :Kathy Snell, Special Events Coordinator D A TE :D A T E :March 26, 2024 SUB JEC T:SUB JEC T :Res 24-140 Approve Special Event - Oshkosh Patriotic Council to Utilize South Park, Riverside Park, City Streets and the City Hall Parking Lot for the Memorial Day Procession and Services, May 27, 2024 A t t a chment sAttachments RES 24-140 Memorial Day Procession & Ceremonies Attachment 03/26/2024 24-140 RESOLUTION CARRIED 6-0 PURPOSE: Approve Special Event - Oshkosh Patriotic Council to utilize South Park, Riverside Park, City streets and the City Hall parking lot for the Memorial Day Procession and Services, May 27, 2024 INITIATED BY : City Administration NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Oshkosh that approval is granted to the Oshkosh Patriotic Council (Eric Mayer) to utilize South Park (war monument area), Riverside Park, city streets (Algoma Boulevard) and City Hall parking lot on Monday, May 27, 2024, from 7:00 a.m. to 12:00 p.m. for the Memorial Day Procession and Services (actual times: 7:00 a.m. South Park, 8:00 a.m. Riverside Park, and 9:00 Algoma Blvd.) in accordance with the municipal code and the attached application, with the following exceptions/conditions: A. The Memorial Day Procession is an event sponsored by the City of Oshkosh. The Oshkosh Patriotic Council, its members and volunteers are organizing and conducting the Memorial Day Procession and Services on behalf of the City of Oshkosh under the direction and control of the City of Oshkosh. As such, the Oshkosh Patriotic Council, its members and volunteers are volunteers for the City of Oshkosh for purposes of the Oshkosh Patriotic Council and are covered under the City of Oshkosh General Liability policy and no additional insurance is required for this event. BE IT FURTHER RESOLVED that as a condition of approval, the Event Organizer shall pay the City’s actual costs for extraordinary services. Approval of this request shall not be interpreted as approval to conduct the event during any period of emergency order or declaration prohibiting such an event. Approval of this event shall not be interpreted to supersede any emergency order or declaration applicable to such an event and all events shall remain subject to all applicable ordinances, orders, declarations and requirements for public gatherings. Cost Estimates for Extraordinary Services None TO :T O :Honorable Mayor and Members of the Common Council FRO M :FRO M :Kathy Snell, Special Events Coordinator D A TE :D A T E :March 26, 2024 SUB JEC T:SUB JEC T :Res 24-141 Approve Special Event - Houge's Tavern to Utilize Menominee Park Millers Bay for Houge's Walleye Warm-Up, May 25, 2024 A t t a chment sAttachments RES 24-141 Houge's Walleye Warm Up Attachment 03/26/2024 24-141 RESOLUTION CARRIED 6-0 PURPOSE: Approve Special Event - Houge’s Tavern to Utilize Menominee Park Millers Bay for Houge’s Walleye Warm-up, May 25, 2024 INITIATED BY : City Administration NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Oshkosh that approval is granted to Houge’s Tavern (Matt Morgan) to utilize Menominee Park on Saturday, May 25, 2024, from 5:00 a.m. to 5:00 p.m. for Houge’s Walleye Warm-Up, in accordance with the municipal code and the attached application, with the following exceptions/conditions: A. B. C. BE IT FURTHER RESOLVED that as a condition of approval, the Event Organizer shall pay the City’s actual costs for extraordinary services. Approval of this request shall not be interpreted as approval to conduct the event during any period of emergency order or declaration prohibiting such an event. Approval of this event shall not be interpreted to supersede any emergency order or declaration applicable to such an event and all events shall remain subject to all applicable ordinances, orders, declarations and requirements for public gatherings. Cost Estimates for Extraordinary Services None TO :T O :Honorable Mayor and Members of the Common Council FRO M :FRO M :Kathy Snell, Special Events Coordinator D A TE :D A T E :March 26, 2024 SUB JEC T:SUB JEC T :Res 24-142 Approve Special Event - Oshkosh Into the Night to Utilize Opera House Square and Market Street for the Oshkosh Into the Night Event, May 23, 2024 A t t a chment sAttachments RES 24-142 Into the Night Attachment 03/26/2024 24-142 RESOLUTION CARRIED 6-0 PURPOSE: Approve Special Event - Oshkosh Into The Night to utilize Opera House Square, Market Street and N. Main Street (from High Ave. to Algoma Blvd.) for the Oshkosh Into the Night Event, May 23, 2024 INITIATED BY : City Administration NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Oshkosh that approval is granted to Oshkosh Into the Night (Chanda Anderson) to utilize Opera House Square, Market Street and N. Main St. (between High Ave. and Algoma Blvd.) on Thursday, May 23, 2024 and from 5 p.m. to 9:00 p.m. for the Into the Night event in accordance with the municipal code and the attached application, with the following exceptions/conditions A. An exception to the provisions of 6-6 of the City of Oshkosh Municipal Code to allow domesticated animals for this event (petting zoo). B. C. BE IT FURTHER RESOLVED that as a condition of approval, the Event Organizer shall pay the City’s actual costs for extraordinary services. Approval of this request shall not be interpreted as approval to conduct the event during any period of emergency order or declaration prohibiting such an event. Approval of this event shall not be interpreted to supersede any emergency order or declaration applicable to such an event and all events shall remain subject to all applicable ordinances, orders, declarations and requirements for public gatherings. Cost Estimates for Extraordinary Services Police Staffing $788.79 (preliminary estimate includes 5 supervisor hrs., 5 officer hrs. and 6 CSO hrs.) Supplies / Materials $22.00 (preliminary estimate includes dedicated use of barricades and signs) Public Works Staffing $149..32 (preliminary estimate includes 4 staff hrs. for delivery and pick up of barricades & signs) Equipment / Vehicles $69.36 (preliminary estimate includes 2 hrs. vehicle and equipment use for the delivery and pick up of barricades & signs) Supplies / Materials $82.50 (preliminary estimate includes dedicated use of barricades and signs) TO :T O :Honorable Mayor and Members of the Common Council FRO M :FRO M :Kathy Snell, Special Events Coordinator D A TE :D A T E :March 26, 2024 SUB JEC T:SUB JEC T :Res 24-143 Approve Special Event - Run Away Events to Utilize the Riverwalk, Wiouwash Trail, and City Streets for the Oshkosh Half Marathon Relay & 5k Run, April 27, 2024 A t t a chment sAttachments RES 24-143 Oshkosh Half Marathon Attachment 03/26/2024 24-143 RESOLUTION CARRIED 6-0 PURPOSE: Approve Special Event - Run Away Events to utilize the Riverwalk, Wiouwash Trail & City streets for the Oshkosh Half Marathon Relay & 5k Run, April 27, 2024 INITIATED BY : City Administration NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Oshkosh that approval is granted to Run Away Events (Ross McDowell) to utilize the Riverwalk, Wiouwash Trail and City streets for the Oshkosh Half Marathon, Relay and 5K on Saturday, April 27, 2024 from 8:00 a.m. to 12:30 p.m., in accordance with the municipal code, with the following exceptions/conditions: A. B. C. BE IT FURTHER RESOLVED BE IT FURTHER RESOLVED that as a condition of approval, the Event Organizer shall pay the City’s actual costs for extraordinary services. Approval of this request shall not be interpreted as approval to conduct the event during any period of emergency order or declaration prohibiting such an event. Approval of this event shall not be interpreted to supersede any emergency order or declaration applicable to such an event and all events shall remain subject to all applicable ordinances, orders, declarations and requirements for public gatherings. Cost Estimates for Extraordinary Services Police Department Staffing $807.55 (preliminary estimate includes dedicated staffing of 25 CSO hrs., and 5 supervisor hrs.) Equipment / Vehicle $298.55 (preliminary estimate includes 15 hrs. of dedicated use of police vehicles) Supplies / Materials $27.50 (preliminary estimate includes use of no parking signs) Street Department Staffing $319.84(preliminary estimate includes dedicated staffing of 4 hrs. for the delivery & pick up of barricades and signs) Equipment / Vehicle $132.00 (preliminary estimate includes 4 hrs. of dedicated use of a truck and trailer for the delivery & pick up of barricades and signs) Supplies / Materials $138.72 (preliminary estimate includes use of barricades and signs)