The URL can be used to link to this page

Home My WebLink About06. 17-202APRIL 25, 2017 17-202 RESOLUTION (CARRIED 7-0 LOST LAID OVER WITHDRAWN ) PURPOSE: APPROVE & SUBMIT WISCONSIN DEPARTMENT OF NATURAL RESOURCES 2016 STORM WATER PROGRAM ANNUAL REPORT INITIATED BY: PUBLIC WORKS DEPARTMENT STORM WATER UTILITY COMMITTEE RECOMMENDATION: Approved BE IT RESOLVED by the Common Council of the City of Oshkosh that the 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. City of� Oshkosh MEMORANDUM DATE: April 20, 2017 TO: Honorable Mayor and Members of the Com on Council FROM: John Ferris, Civil Engineering Supervis RE: Approve and Submit Wisconsin Depa tment of Natural Resources 2016 Storm Water Program Annual Report BACKGROUND The City of Oshkosh 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 Storm Water Utility Committee reviewed the Annual Report and recommended approval as discussed during their April 6, 2017 meeting. ANALYSIS The annual report contains information on the activities performed by the City of Oshkosh in compliance with the MS4 Permit requirements. This report includes the completed WDNR form, as well as supplemental information the WDNR Form did not have room to enter. The final year end financial data is still being compiled by the Finance Department, and the final 2016 expenditures may be slightly different than those shown in the table. City staff has more details available for the WDNR, should they be requested. FISCAL IMPACT There is no anticipated fiscal impact from the approval of this resolution. RECOMMENDATION Staff recommends approval of the resolution. Approved: Mark ohloff City Manager 1:\ Engineering\Storm Water Information\MS4 Permit Items\DNR Submittals\2016 Annual Report\2017 Resolution for 2016 Annual Report\2016 Annual Report Council Memo-420-17.docx State of Wisconsin Department of Natural Resources dnr.wi.gov Due by March 31, 2017 Annual Report under MS4 General Permit No. WI-SO50075-2 Form 3400-195 (R 11/16) Page 1 of 9 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 (DNR) by March 31 of each year to report on activities for the previous calendar year. This form is being provided by the DNR for the user's convenience. 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.]. This form is for reporting on activities undertaken in calendar year 2016. Instructions: Complete each section of the form. If additional space is needed, attach additional pages. Provide descriptions that explain the program actions taken to comply with the general permit. Complete and submit the annual report by March 31, 2017, to the appropriate address indicated on the last page of this form. Name of Municipality Facility ID No. (FIN) City of Oshkosh 1 31078 Mailing Address City State ZIP Code 215 Church Ave Oshkosh I W1 54903 County(s) in which Municipality is located Municipality Type: (select one) Winnebago O County Q City 0 Village 0 Town 0 Other (specify) Name of Municipal Contact Person Title John Ferris Civil Engineer Supervisor Mailing Address (if different from above) City State ZIP Code 215 Church Ave Oshkosh Wl 1 54903 Email Phone Number (include area code) Fax Number (include area code) jferris(aci.oshkosh.wi.us (920) 236-5065 1 (920) 236-5068 Has the contact person changed in the last year? 0 Yes * No l hereby certify that I am an authorized representative of the municipality covered under MS4 General Permit No. WI-SO50075-2 for which this annual report is being submitted and that the information contained in this document 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. / 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. Authorized Representative Printed Name Authorized Representative Title Mark Rohloff City Manager Signature of Authorized Representative Date Email Phone Number (include area code) Fax Number (include area code) mrohloffAci.oshkosh.wi.us 1 (920) 236-5000 (920) 236-5039 a. Describe the municipality's efforts to invite the municipal governing body, interest groups, and general public to review and comment on the annual report. The Annual Report has been posted on the City's Storm Water Utility Webpage, and has been reviewed and approved at public meetings of the Storm Water Utility Committee and the Common Council. The general public, in addition to members of interest groups and the elected official have the opportunity to comment at any of these meetings, as well as arrange a meeting with the Department of Public Works staff to discuss comments. b. Describe how the municipality has kept elected and municipal officials and appropriate staff (such as operators, department heads, and those that interact with the public) informed of the municipal storm water discharge permit and its requirements. Elected officials are kept apprised of the MS4 Permit and it's regulatory requirements, budgets, projects and other stormwater related issues through Common Council workshops and through the City Manager's weekly newsletter. The City of Oshkosh Storm Water Utility Committee is kept up to date through regular committee meetings. Staff are kept apprised during routine conversations and staff meetings when necessary. c. Has the municipality prepared or updated its own municipal -wide storm water management plan during the reporting year? 0 Yes * No If yes, provide the title and date of storm water management plan and list any updates: 31078 City of Oshkosh Annual Report under MS4 FIN / Municipality Name General Permit No. WI-SO50075-2 Form 3400-195 (R11/16) Page 2 of 9 If yes, has the information been submitted to the Department? 0 Yes 0 No During the reporting year, has the municipality entered into a written agreement with another municipality or a contract with another entity to perform one or more of the conditions as provided under section 2.10 of the general permit? Yes 0 No If yes, describe these cooperative efforts: As member of NEWSC the City of Oshkosh benefits from the many public education and outreach activities that the organization develops and sponsors. A list of NEWSC's public education and outreach activities for 2016 are listed in Attachment A accompanying this form. The City has posted public eduction material developed by NEWSC that instructs residents on how they can play a role in preventing pollution of stormwater runoff on its storm water utility webpage. If yes, has the information been submitted to the Department? Q Yes 0 No e. If the municipality has an intemet website, is there current information about or links provided to the MS4 general permit and/or the municipality's storm water management program? Di Yes 0 No If yes, provide web address: http://www.ci.oshkosh.wi.us/Publlc—Works/Storm—Water—Utifity/ Part V. Evaluation of Permit Conditions (Section 2 of General Permit) Minimum Control Measures: For each of the permit conditions listed below, provide an evaluation of program compliance with the general permit. 1. Public Education and Outreach (Section 2.1 of General Permit) Description of Program(s) see 2016 MS4 Annual Report Supplemental Information Attachment B Measurable Goal(s) Result(s) Achieved see 2016 MS4 Annual Report Supplemental Information Attachment B Describe any planned changes to program. 2. Public Involvement and Participation (Section 2.2 of General Permit) Description of Program(s) see 2016 MS4 Annual Report Supplemental Information Attachment B Measurable Goal(s) Result(s) Achieved see 2016 MS4 Annual Report Supplemental Information Attachment B Describe any planned changes to program. Illicit Discharge Detection and Elimination (Section 2.3 of General Permit) Description of Program(s) see 2016 MS4 Annual Report Supplemental Information Attachment B Measurable Goal(s) Result(s) Achieved see 2016 MS4 Annual Report Supplemental Information Attachment B Describe any planned changes to program. 4. Construction Site Pollutant Control (Section 2.4 of General Permit) Description of Program(s) see 2016 MS4 Annual Report Supplemental Information Attachment B Measurable Goal(s) Result(s) Achieved see 2016 MS4 Annual Report Supplemental Information Attachment B 31078 City of Oshkosh FIN / Municipality Name any planned to program. 5. Post -Construction Storm Water Management (Section 2.5 of General Permit) Annual Report under MS4 General Permit No. WI-SO50075-2 Form 3400-195 (R11/16) Page 3 of 9 Description of Program(s) see 2016 MS4 Annual Report Supplemental Information Attachment B Measurable Goal(s) Result(s) Achieved Describe any planned changes to program. 6. Pollution Prevention (Section 2.6 of General Permit) Description of Program(s) see 2016 MS4 Annual Report Supplemental Information Attachment B Measurable Goal(s) Result(s) Achieved Describe any planned changes to program. • Storm Water Management Facilities (Section 2.6.1 of General Permit) List any new municipality owned or operated structural storm water management facilities (ponds, biofilters, etc.) added in the last year. 1. Fernau Watershed North Main Street Area Stormwater Detention Basin 2. Senior Center Permeable Pavement and Biodetention swale SW Industrial Park Stormwater Detention Basins A, B and C 4. Aviation Industrial Park Stormwater Detention Basin 5. Dept of Public Works Field Operations Facility - bioswales and subsurface wet detention Routine Inspection and Maintenance (Section 2.6.2 — 2.6.4 of General Permit) Does the municipality have an inspection and maintenance program for installed structural storm water management facilities? * Yes O No Describe the inspection and maintenance program and any activities that have occurred for structural storm water management facilities in 2016. If available, attach any additional information on the inspection and maintenance program. Each City owned stormwater management facility is inspected annually. The inspection documents repairs needed (erosion or structural), accumulated litter to be removed, condition of vegetation and presence of invasive species and damage from muskrats and other burrowing animals. The City has an annual nuisance animal trapping contract to remove the animals from City facilities. During 2016 the City contracted with Applied Ecological to survey 16 City owned facilities and to make recommendations on how to better manage the native vegetation at each site. Describe the street sweeping and catch basin cleaning efforts, and the disposal of waste. see 2016 MS4 Annual Report Supplemental Information attached • Winter Road Management Activities (Section 2.6.5 of General Permit) Provide the name, title, and phone number of the individual(s) with overall responsibility for winter roadway maintenance. Kevin Uhen, Public Works Field Operations Manager, 920-232-5382 31078 City of Oshkosh Annual Report under MS4 FIN / Municipality Name General Permit No. WI-SO50075-2 Form 3400-195 (R11/16) Page 4 of 9 Describe the types of products used for winter road management (e.g. deicing, pre -wetting, salting, etc.). Brine for deicing and pre -wetting salt. Salt Report the amount of product used by month over the last winter season (approx. November 2015 through April 2016) o Nov 2015 Salt 0 tons Brine 0 gallons o Dec 2015 Salt 400 tons Brine 6,000 gallons o Jan 2016 Salt 992 tons Brine 6,000 gallons o Feb 2016 Salt 854 tons Brine 6,000 gallons o March 2016 Salt 863 tons Brine 0 gallons o April 2016 Salt 60 tons Brine 0 gallons o Nov 2016 Salt 0 tons Brine 0 gallons o Dec 2016 Salt 1,686 tons Brine 12,142 gallons Report the snow disposal locations, if applicable. 2333 Bowen, across from 450 N. Campbell Rd., 2449 State Road 44, Global Pkwy, across from 2786 Algoma Blvd. Describe anti -icing, equipment calibration, and salt reduction strategies. The City of Oshkosh minimizes the use of deicing materials (salt and brine) by limiting its use during the winter and with frequent routine calibration of all equipment used to apply the material following manufacturers specifications annually and throughout the season to make sure only the prescribed amount of salt is applied to the streets. Describe any other additional data or information used to evaluate the winter road management activities. none • Leaf Management (Section 2.6.6 of General Permit) Describe the management of leaves and grass clippings. Fall Loose Leaf Collection: Fall Loose Leaf Collection runs for 6 consecutive weeks, starting October 10, 2016 and ending November 18, 2016. Collection is scheduled for the day after garbage day for each neighborhood. In 2016, 4,135 manhours was spent operating 25 to 30 vehicles to pick up 2,481 tons of leaves. The Leaves were hauled to a local landscape firm for composting. • Municipal Pollution Prevention (Section 2.6.7 of General Permit) Provide the location (street address) of each facility (municipal yards and/or maintenance facilities) and contact information (name, title, and phone number) for the individual(s) with overall responsibility for each facility. see Attachment F DPW Field Operations - Draft SWPPP DPW Wastewater Treatment Plant - No Exposure DPW Water Treatment Plant - No Exposure The Storm Water Utility is working with the Parks and Transportation Departments to budget and develop SWPPPs for their facilities. Map(s) included? QQ Yes Q No - Include a map of each facility, drawn to scale and include the following features: ■ Location of major activities and storage areas ■ Identification of drainage patterns, potential sources of storm contamination and discharge points. ■ Identification of nearby receiving waters or wetlands ■ Identification of connections to the permittees's MS4 Describe the housekeeping activities and best management practices installed at municipal yards and/or maintenance facilities to reduce or eliminate storm water contamination. See Draft SWPPP prepared for the Field Operations. 31078 City of Oshkosh FIN / Municipality Name Annual Report under MS4 General Permit No. WI-SO50075-2 Form 3400-195 (R11/16) Page 5 of 9 Discuss recommendations for improvements to current storm water management practices at the facility(s) and provide a timeline for installation and/or implementation of these recommendations. There are three (3) City sponsored facilities that will be constructed during 2017-2018. South Park Lagoon Reconstruction: South Park is a bottle neck for all of the stormwater runoff from Stringham Watershed. To improve the management of stormwater passing through the park the existing lagoons will be enlarged and deepened to provide flood relief to downstream areas that have a history of flooding. The new layout of the lagoons will increase the annual removal of TSS to approximately 72 tons (a reduction of 62% of the annual loads) and 290 pounds of phosphorus (a 59% reduction in annual loads). Westowne Wet Basin Expansion: Doubles the size of an existing basin designed to increase the annual TSS load reduction to approximately 70% from a commercial area just south of highway 21. Parkway Dry Basin Construction: Is a dry pocket wetland in a residential area designed primarily to reduce neighborhood flooding, but will achieve some water quality benefits. The City's 5 -Year CIP has an additional three (3) more that will be constructed between 2018 and 2021, provided funding is available. Provide information on facility inspections. Identify and address potential sources of storm water contamination. see 2016 MS4 Annual Report Supplemental Information attached Describe the municipal facility(s) employee training on storm water pollution prevention (frequency, duration, objectives, percentage of employees trained this year, etc.). Currently employees have been instructed on the proper handling of materials as a routine on-the-job training. As an outcome of the SWPPP development effort in 2016, a formal training session(s) will be developed in 2017 where all employees will receive training annually to refresh their knowledge of proper procedures. Describe the spill prevention and response procedures in place at the municipal facility(s). Currently employees have been instructed on spill response when a new employee starts or when a new policy is adopted. As an outcome of the SWPPP development effort in 2016, a formal training session(s) will be developed in 2017 where all employees will receive training annually to refresh their knowledge of proper safety procedures. 7. Storm Water Quality Management (Section 2.7 of General Permit) Has the municipality completed a pollutant -loading analysis to assess compliance with the 20% TSS reduction developed urban area performance standard? 0 Yes Q No If yes, provide the following: Model used WinSLAM Version 10.0 Reduction (%) 32 If no, include a description of any actions the municipality has undertaken during 2016 to help achieve the 20% standard. 8. Storm Sewer System Map (Section 2.8 of General Permit) Describe any changes or updates to the storm sewer system map made in the reporting year. Provide an updated map if any changes occurred during the reporting year. Storm Sewer and Storm Water Management Facilities constructed during the past year have been updated in the City's GIS. Updated maps are included with this submittal. 31078 City of Oshkosh FIN / Municipality Name Annual Report under MS4 General Permit No. WI-SO50075-2 Form 3400-195 (R11/16) Page 6 of 9 Part VI. Fiscal Analysis a. Provide a fiscal analysis that includes the annual expenditures for 2016, and the budget for 2016 and 2017. A table to document fiscal information is provided on page 8. see completed table below b. What financing/fiscal strategy has the municipality implemented to finance the requirements of the general permit? ® Storm water utility ❑ General fund ❑ Other c. Is adequate revenue generated to implement the storm water management program and meet permit requirements? Q Yes Q No Please provide a brief summary of the municipality's financing/fiscal strategy and any additional information that will assist the Department in understanding how storm water management funds are being generated to implement and administer the storm water management program. The City of Oshkosh Storm Water Program is funded primarily with user fees. Currently the rate is $148.88 per year and is billed quarterly. The user fees also cover debt on capital improvements. The City has been successful in securing grants from DNR and FEMA to help defer some of the cost of capital construction and watershed planning. Part VII. Inspections and Enforcement Actions Note: If an ordinance listed below has been submitted to the Department previously and has not been amended since that time, a copy does not need to be submitted again. If the ordinance was previously submitted, indicate such in the space provided. a. Has the municipality amended its illicit discharge detection and elimination ordinance in accordance with subsection 2.3.1 of the general permit during the reporting year? Q Yes *No If yes, attach copy or provide web link to ordinance: b. Has the municipality amended its construction site pollutant control ordinance in accordance with subsection 2.4.1 of the general permit during the reporting year? Q Yes *No If yes, attach copy or provide web link to ordinance: c. Has the municipality amended its post -construction storm water management ordinance in accordance with subsection 2.5.1 of the general permit during the reporting year? Q Yes *No If yes, attach copy or provide web link to ordinance: d. Has the municipality adopted any other ordinances it has deemed necessary to implement a program under the general permit (e.g., pet waste ordinance, leaf management/yard waste ordinance, parking restrictions for street cleaning, etc.) during the reporting year? Q Yes Q No If yes, attach copy or provide web link to ordinance: e. Provide a summary of available information on the number and nature of inspections and enforcement actions conducted during the reporting period to ensure compliance with the ordinances described in a. to d. above. see 2016 MS4 Annual Report Supplemental Information attached Part Vill. Water Quality Concerns a. Does any part of the MS4 discharge to an outstanding resource water (ORW) or exceptional resource water (ERW) listed under s. NR 102.10 or 102.11, Wis. Adm. Code? (A list of ORWs and ERWs may be found on the Department's Intemet site at: hftp://dnr.wi.gov/topic/surfacewater/orwerw.html) Q Yes *No If yes, list: b. Does any part of the MS4 discharge to an impaired waterbody listed in accordance with section 303(d)(1) of the federal Clean Water Act, 33 USC § 1313(d)(1)(C)? (A list of the most current Wisconsin impaired waterbodies may be found on the Department's Internet site at: http://dnr.wi.gov/water/impairedsearch aspx?status=303d) *Yes Q No If yes, complete the following: 31078 City of Oshkosh Annual Report under MS4 FIN / Municipality Name General Permit No. WI-SO50075-2 Form 3400-195 (R 11/16) Page 7 of 9 • Impaired waterbody to which the MS4 discharges: Lake Winnebago, Fox River and Lake Butte des Morts Description of actions municipality has taken to comply with section 1.5.2 of the MS4 general permit for discharges of pollutant(s) of concern to an impaired waterbody: Fox River: Listed for PAHs. There are no current discharges that would contribute to this pollutant. Lake Butte des Morts: Listed for Mercury, PCBs, Sediment, and Phosphorus. Mercury is atmospheric deposition, which the City cannot implement a means to reduce. PCBs are no longer used in industrial processes along the river, and thus there are no longer discharges that would contribute to this pollutant. Sediment is being addressed on a City -Wide basis, as required by the MS4 Permit. Phosphorus reductions will be associated with the reduction in sediment on a City -Wide basis. Phosphorus is being addressed under the I&E plan to get residents to reduce the use of phosphorus based fertilizers on their lawns. The City of Oshkosh is prepared to develop a plan to reduce phosphorus and will do so once the TMDL for the Upper Fox River Basin is complete, and the requirements are known. Lake Winnebago: Listed for Mercury, Sediment, and Phosphorus. Mercury is atmospheric deposition, which the city cannot implement a means to reduce. Sediment is being addressed on a City Wide basis, as required by the MS4 Permit. Phosphorus reductions will be associated with the reduction in sediment on a City Wide basis. Phosphorus is being addressed under the I&E Plan to get residents to reduce the use of phosphorus based fertilizers on their lawns. The City of Oshkosh is prepared to develop a plan to reduce phosphorus and will do so once the TMDL for the Upper Fox River Basin is complete, and the requirements are known. c. Identify any known water quality improvements in the receiving water to which the MS4 discharges during the reporting period. none d. Identify any known water quality degradation in the receiving water to which the MS4 discharges during the reporting period and what actions are being taken to improve the water quality in the receiving water. none e. Does any part of the MS4 discharge to an approved Total Maximum Daily Load (TMDL) area (Section 1.5.4 of the general permit)? Q Yes Q No If yes, fill out below. If no, disregard. Required reporting for TMDLs approved prior to the effective date of the permit for 2016: Name of TMDL: Date TMDL approved? Map(s) included? Q Yes O No - Submit a storm sewer system map (may be the same map submitted under section V.6. of this form), which includes the TMDL reachshed boundaries and associated acreage within the municipality, and the MS4 drainage boundaries and associated acreage within the municipality. ProposedPart IX. .. Describe any proposed changes to the storm water management program being considered for 2017 and the schedule for implementing those changes. Proposed program changes must be consistent with the requirements of the general permit. Construction of improved stormwater management faculties in the City's South Park. Improvements to City's Storm Water Utility Website that will provide more information to public. Partner with local Rotary Club on a number of public participation activities. Any other municipal storm water program information for inclusion in the Annual Report regarding their storm water program may be added here or attached. 31078 City of Oshkosh FIN / Municipality Name Fiscal Analysis Table. Complete the fiscal analysis table provided below. Annual Report under MS4 General Permit No. WI-SO50075-2 Form 3400-195 (R11/16) Page 8 of 9 Program Element g Annual Expenditure 2016 Budget 2016 2017 Source of Funds Public Education and Outreach $86,449 $99,372 $111,144 Storm Water Utility Fees Public Involvement and $86,449 $99,372 $111,144 Storm Water Utility Fees Participation Illicit Discharge Detection and $325,036 $363,256 $377,792 Storm Water Utility Fees Elimination Construction Site Pollutant Control $103,485 $119,274 $138,246 Storm Water Utility Fees Post -Construction Storm Water $127,753 $145,689 $170,286 Storm Water Utility Fees Management Pollution Prevention $1,400,174 $1,558,505 $1,584,100 Storm Water Utility Fund Wastewater Utility Fund Water Utility Fund General Fund Storm Water Quality Management (including pollutant -loading $449,905 $503,064 $521,940 Storm Water Utility Fees analysis) Storm Sewer System Map $29,122 $31,698 $38,448 Storm Water Utility Fees Other: $847,917 $960,570 $1,005,300 Storm. Water Utility Fees 31078 City of Oshkosh FIN / Municipality Name Annual Report under MS4 General Permit No. WI-SO50075-2 Form 3400-195 (R11/16) Page 9 of 9 Ashland Langlade DNR Service Center Adams Marathon Barron Lincoln Attn: Storm Water Program Buffalo Monroe Bayfield Oneida 5301 Rib Mountain Rd. Chippewa Pepin Burnett Polk Wausau, WI 54401 Clark Pierce Douglas Price Phone: (715) 359-4522 Crawford Portage Florence Rusk Dunn St. Croix Forest Sawyer Eau Claire Trempealeau Iron Taylor Jackson Vernon Vilas Juneau Wood Washburn La Crosse Brown Marquette DNR Northeast Region Columbia Calumet Menominee Attn: Storm Water Program Dane Door Oconto 2984 Shawano Ave. Dodge Fond du Lac Outagamie Green Bay, WI 54313 Grant Green Lake Shawano Phone: (920) 662-5100 Green Kewaunee Waupaca Iowa Manitowoc Waushara Marinette Winnebago Kenosha Sheboygan DNR Service Center Milwaukee Walworth Attn: Storm Water Program Ozaukee Washington 141 NW Barstow Street, Racine Waukesha Room 180 Waukesha, WI 53188 (262) 574-2100 DNR Service Center Attn: Storm Water Program 5301 Rib Mountain Rd. Wausau, WI 54401 Phone: (715) 359-4522 Jefferson DNR South Central Region LaFayette Attn: Storm Water Program Richland 3911 Fish Hatchery Rd. Rock Fitchburg, WI 53711 Sauk Phone: (608) 275-3266 doom Em No -w r Z' Zr boom � W No MEME Tr MEN ME a a . ■ a ■ ■ M ■ =I --m • ■ WO ■ r MENMEN ' No ME ■ ■ ME ATTACHMENT A City of Oshkosh NEWSC Outreach Activities 2016 NEWSC Outreach Activities 2016 Exhibiting: 2/13-14/16 Northeast Wisconsin Sport Fishin' Show in Oshkosh, (approx. 200 reached) 5/7/16 Bird Fest at Menominee Park & the Masonic Center in Oshkosh Rain Barrel Workshops: 9/10/16 Oshkosh Rain Barrel Workshop at Leach Amphitheater in Oshkosh Presentations: 4/23/16 STEM SCIENCE CAMP outreach at UW -Oshkosh Halsey Science Hall (various grades/ages) Watershed Cleanup: 4/30/16 Over 430 volunteers Social Media: Facebook over 417 likes Meetings: Monthly Winnebago Lakes Council meetings every 3rd Wednesday Media 4/17 /16 through 4/30/16 Radio advertising on 91.1 The Avenue for the Watershed Cleanup (8x a day) httj2s://cIyj2.it/itrj2mbc 4/21/16 Post Crescent for Watershed Cleanup A -Z Guide to Earth Day (Letter W) http://www.postcrescent. com/story/news/2016/04/21/earth-day-2016-a-to-z-guide/83304418/ 4/25/16 TV Spot on WBAY Channel 5 (5:45am and 9:15am) 4/25/16 Front page of the Post Crescent for Watershed Cleanup http://www.postcrescent.com/story/news/2016/04/25/alliance-hold-fox-wolf-watershed-cleanup/83511012/ 4/30/16 Two TV spots on Fox 11 morning -of cleanup (7:45 & 8:45), TV spot on WBAY Channel 5, TV spot on NBC ATTACHMENT B City of Oshkosh 2016 MS4 Annual Report Supplemental Information Section V. Permit Conditions A. Minimum Control Measures: 1. Public Education and Outreach a. Fox Wolf Watershed Alliance: The City of Oshkosh received an Impact Award from the Fox Wolf Watershed Alliance for being a Watershed Hero. James Rabe, Director of Public Works was on hand to receive the award as well as David Patek, former Director of Public Works, Mark Rohloff, City Manager and Steve Cummings, Mayor. These gentlemen are responsible for making of City's storm water program one of the best in the State of Wisconsin. The conference was held in Oshkosh on March 1- 2, 2016. b. Utility Bill Flyer: A utility bill flyer on storm water management and discharge of grass to streets was included with the utility bills that went out at the end of April. 1 2016 Fox -Wolf Watershed Hero Award [ n �4- Ra Fox - i;1`01 f r City of Oshkosh Stormwater Utility if%a�ors.FaAo�.ur c. Storm Water Utility Brochure: The content of the general Storm Water Utility brochure was updated for 2016 and was distributed to various locations throughout the City. d. WAFSCM Award: For the second year in a row James Rabe and the City of Oshkosh recognized for Excellence in Project, Design & Implementation. Ar Oshkosh DATE: October 7, 3016 TCIc Honorable Mayor and C++mitten Council FROM: :dark Rohloff, City Manager SU'BJEC'T- WEEKLY IEWStEI IEK The Wisconsin D"Ameni of TransFrrrtautm Ilx"i anrfounwd a public involvement meefing to dixuc, pntc Oregcw0ackson Stmt Bridge in the city of Oshkosh. The mmh CMt*ier 13, 2016, frnrfn 5 to 6:30 pm,, at the Csshkosh Svnior, Buildinr, Zit N. CampEull Road, Ushkosh A brief presentation .,lw,n hoow to follow rhe purp:.e of this meeting; i, to ,how attematnes that have tttn developed to date, and discuss th- Frt*tct map,, evhubit..tivd di+ptays will he available for public stall will he available hs explain I$n pcocntial improvements ant i+encs+nraked til ath•nd thv mrVlinl; TO learn more altaht the stuely 05f11:O5II NOMINATED ECdR EXCELLENCE Public Works Din -cur Jame-. Rah• +va. nofdrld that 0%hkc1sh had ttt•n rw+minatc.i h1r an award at tix- Wisconsin Assochation for Floodplain. Stormwaler. and Coastal Management (WAF5061) Annual Confererhtr. The City of Oshkcrslt Armory Area Stet R-tentiun Hawn pr(*-ct was selected to reeive the 2016 WAFSCM Excellence in Project Design or Implementation Award. In 2015 the Sa%%,ver Creek Dredging prapat neeelxed the Excellence in Project Design or Implementation Award. Pnyecis and awards like this do rwif happen without a significant amount of effort. Tlnre were many people that contributed to the %icer°., at this grujecf, and Air Raty asks that you :share hi, thank, for making this a sfrcccssful, award worthy project_ Tice award will be presented on No%vmber loth at fix- 2016 %VAFc" Annual Conference, If y0ij twvtr any gtt<+ikm% ploiw conlaet Public Works Director, lames RaW- e. Online Mapping: In 2016 the City rolled out a new interactive ESRI ArcGIS online mapping application to display projects that have been completed by the Storm Water Utility. Each project has multiple photographs illustrating the project at different phases of construction and a brief text describing the project. 2. Public Involvement and Participation a. Storm Water Utility Website: The Storm Water Utility developed a new page layout in 2016 on the City's Website. The new look strived to be more consumer friendly and contained added additional content that citizens needed to sign up for storm water utility credits and the City's mini -storm program. The Storm Water Utility Engineering Supervisor works with the Information Technology Division staff to ensure that items pertaining to the Storm Water Utility that may be of interest to the general public are posted. The url for the Storm Water Utility webpage is: http://www.ci.oshkosh.wi.us/Public Works/Storm Water Utility[ b. Storm Water Utility Committee: In 2016, the Storm Water Utility Committee held public meetings on: January 14, February 18, March 24, April 21, , June 2, August 18, September 15, October 20, November 17 and December 15. All Storm Water Utility Committee meetings are open to the general public, and are publicly noticed in accordance with state statutes. A link to the Storm Water Utility Committee agendas and minutes can be found on the City's Storm Water Utility webpage. c. Annual Report Outreach: The 2015 MS4 Annual Report was discussed at the February 18 March 24 and the April 21 Storm Water Utility Committee Meetings. The report was also posted to the Storm Water Utility webpage. The Common Council reviewed and voted to approve the report at their April 26thmeeting. d. UWO-Public Policy: City staff worked four students from the University of Wisconsin - Oshkosh public policy class to develop policies for the City of Oshkosh that would promote greater use of green infrastructure practices in the management of storm water. The students, Shantel Brundidge, Gregory Gauthier, Kelly Hamilton and Lindsay McClintock presented their proposed policy to the Oshkosh City Council, and staff, May 25, 2016. e. Build Your Own Rain Barrel: On Saturday, September 10, 2016, Silver Star Brands, City of Oshkosh, and 4imprint sponsored an event to educate the community on ways to Live Green in every aspect of their lives. The event took place at the Leach Amphitheater in Oshkosh. There were activities for children, food for purchase, live music and educational booths from vendors to provide information on energy conservation, resource preservation, recycling, adopting pets, and green transportation. f. Ground Control Workshops: The City of Oshkosh conducted Ground Control Workshops that were attended by contractors of 30 municipal projects during 2016. All contractors and their subcontractors are required to attend, so some contractors have attended our workshops more than once over the years. At each workshop, City staff reviewed the erosion control requirements that would be enforced during construction. Staff stressed the importance of maintain proper erosion control practices at all times and In paltnership with Silver Star B R A N D S ArOshkosh Presents LIVE GrePn Please join us for the Live Green Event! Visit with local businesses and organizations to learn more about how to live a more sustainable lifestyle. Saturday, September 10th 12:00-4:00 p.m. Leach Amphitheater, Oshkosh WI OPEN TO THE PUBLIC • FREE ADMISSION Rain or shine - under tents Live music by The Royal Blue Band Also sponsored by 4lmprint • �— Vendors: Habitat for Hiunallity ReStore Studio 3 Sadoff Metal Recycling LIW-Exteilsioll Growing Oshkosh Titan Gold Composting Oshkosh Sustainability Advisory Board Shorelalld Preservation Oshkosh Food Co -Op Oshkosh Area Humane Society Norwex Fox Wolf Watershed Alliance Wild Ones Audubon Master Gardeners And more! KIDS ACTIVITIES: Face painting ($i) Make and take a light switch cover and more! 50/50 RAFFLE • REUSABLE TUMBLERS TO THE FIRST 500 GUESTS Food available for purchase 4�� &llf GROWING OSH (COSH Fundraiser/scrap materials drive: Bring in acceptable materials to Sadoff Metal Recycling located at 36 E 10th Avenue in Oshkosh now through Saturday, September 17th. Mention that you would like to donate funds to Growing Oshkosh. A check will be presented to them with any proceeds. Fox - WOLF AM WATFR SHM A i I I A NC'F Make a rain barrel: Register online to make a rain barrel at the event with the Fox Wolf Watershed Alliance. Cost is $35. City of Oshkosh residents can then apply for a credit on their water bill. More details on how to apply will be available at the event. the penalties if the Contractors are found to be in non compliance. A total of 21 individuals participated in the four workshops. 3. Illicit Discharge Detection and Elimination a. Outfall Program: During the fall of 2016, OMNNI Associates, Inc. (OMNNI) assisted the City of Oshkosh with inspecting the outfalls in the City's municipal separate storm sewer system (MS4) for potential illicit discharges. The 2015 revision to the City's Ongoing Screening Program implemented the "priority outfall" concept that was introduced by the WDNR in a March 2012 guidance document. Results of the inspections are summarized in the City of Oshkosh Ongoing Screening Summary Report- 2016 Inspection Year (January 8, 2016). The current MS4 map of the City of Oshkosh consists of 425 outfalls including: 4. 95 major outfalls 5. 237 minor outfalls 6. 93 supplemental outfalls OMNNI inspected 98 outfalls (and an additional 85 upstream manholes) of the approximately 425 MS4 outfalls identified in the City. All 46 priority outfalls were inspected along with a sampling of the non-priority major outfalls and the non-priority non -major outfalls. The inspections consisted of a visual screening along with a chemical analysis of any dry -weather flow that was present. The inspections revealed 71 outfalls were unlikely as having a potential of past illicit discharges, 27 outfalls with evidence of having a potential of an illicit discharge and none with any obvious illicit discharge. Of the manholes inspected 26contained significant amounts of floating debris (plastic bottles, foam packaging, paper and other solid wastes) that were classified as potential illicit discharges. City crews removed the debris and the manholes and the City will continue to monitor the manholes for debris. All 41 storm sewers are submerged by the water levels in Lake Winnebago. It is most likely that floatables that are washed off the street and into the storm sewer may be becoming trapped in these manholes where lake levels are above the top of the pipe. Two outfalls were classified as potential for something other than gross solids. The manhole between East 9thAvenue and Pioneer Drive (03-81) contained an oil sheen and elevated ammonia, which had be observed at this outfall in 2009, 2010 and 2014. Investigation have concluded that this is caused by the build up over many years of diesel fuel and not the result of a single spill or leak from a storage tank. Elevated pH was again observed in storm sewer discharging to the Nolte Avenue detention basin. The City of Oshkosh plugged a storm lateral in 2015 that was believed to be the source of the elevated pH. The lateral appeared to be a lateral from a concrete plant. The pH is anticipated to decline with time but will continue to be monitored. Based on the information collected during the screening, the proposed ongoing screening program will undergo revisions based on Wisconsin Department of Natural Resources (WDNR) 2012 guidance documents. The updated plan will then be submitted to the Wisconsin Department of Natural Resources (WDNR) and used in future screening programs. Future screening programs will be based on the sampling of approximately 100 outfalls annually based on an overall classification of sampling priorities: 48 priority outfalls 80 non-priority major outfalls 297 non-priority non -major outfalls b. City Enforcement: In April a utility bill flyer went out informing residents of the adverse impacts (clogging of the collection system and nutrient loading to area water bodies) of grass clippings accidentally and intentional being left on City streets. During 2016 the City issues 44 warnings that continued practice of discharging grass clippings into the roadway could potentially result in a fine. c. Recorded Incidents: City staff responded to five (5) single incidents of reported illicit discharges in the City of Oshkosh. In each case City staff took action to prevent the incident from reoccurring and reported it to authorities when it was called for. The incidents were reported to the Storm Water Utility Committee September 15, 2016 (Attachment C). i. Anchorage Channel Illegal Dumping: During routine inspection of City storm facilities staff discovered construction debris dumped on the bank of the City's Harrison Ditch. The investigation led to the identification of the violator, a contractor working for WPS. City staff worked with WPS and had the contractor remove the material and restore the vegetated bank. ii. UWO Biogas System: In August, the University of Wisconsin - Oshkosh Biogas Facility experienced a failure of one of its pumps with resulted in 6,500 to 7,000 gallons of percolate to flow down its driveway and into the City's storm sewer system. The City became aware of the spill several days later and reported the incident to the appropriate authorities at DNR. The University stated that they had cleaned up the spill and that no percolate had entered the City's storm sewer. City crews were dispatched to the spill site to thoroughly clean the remaining material on the street and in the storm catchbasins. iii. Sawdust Days Grounds: City crews monitoring the cleanup of Menominee Park after Sawdust Days found City storm inlet had not only been used as trash receptacles but also a place for vendor to dump grease from their fryers. City crews used vacuum truck to remove the debris and more stringent controls and penalties will be placed on the event organizers for 2017. iv. Taco Bell: City inspectors happen to pass Taco Bell when a worker happened to be seen dumping dirty wash water from their mop bucket into a storm inlet. The restaurant was immediately notified and a letter was sent putting the restaurant on notice that further violations could result in a financial forfeiture. v. Hydraulic Oil Spill: A neighbor dropped off a video at City Hall showing a truck that they claimed had experienced a break in one of its hydraulic lines. An unknown quantity of hydraulic fluid was spilled on the street. The incident was immediately reported to the fire department, as required. Further investigation revealed that the incident had occurred many days prior to it being reported. Regardless, City crews spread oil dry on the area impacted and later swept up the material. There was no evidence that the hydraulic fluid had made it to the storm sewer system. 4. Construction Site Pollutant Control a. Municipal Construction Inspection: The City inspects all municipal construction projects on a weekly basis, and after rainfall events in excess of one half inch in twenty four hours. The Contractor is issued orders to repair any deficiencies in the implementation of the Erosion and Sediment Control Plan within 24 hours. The City utilizes a mapping grade handheld GPS unit to locate any deficiencies in the erosion and sediment control practices, and provide the contractor a map of the locations needing repair. The City also inspects all municipal construction projects that remain "open' over winter to ensure that practices are in place and functional as the ground begins to thaw. b. Commercial Construction Inspection: The City inspected 105 Commercial / Industrial developments for compliance with their Erosion and Sediment Control Plans on average 1 to 2 times throughout the construction season. Any deficiencies noted in the implementation of the Erosion and Sediment Control Plan was noted in a letter emailed to each construction manager. Additionally, the City responds to numerous citizen complaints due to erosion and sediment control. These complaints are notably after storm events when tracking from construction sites frequently occurs. As with "random" inspections, a summary inspection letter is sent to the construction manager for the site. c. Erosion Control Enforcement: City staff performed a total of 312 construction site erosion and sediment control inspections for all city construction projects in 2016. A total of 19 Notice of None Compliance letters were issued during the 2016 construction season. City inspectors were usually able to work with contractor to resolve deficiencies before they left the construction site. 5. Post -Construction Storm Water Management a. Staff completed 172 private site development plan reviews through the course of 2016, spending approximately 381 hours on those plan reviews. 6. Pollution Prevention a. Catchbasin and Storm Sewer Cleaning: Approximately 1,071 person -hours were spent cleaning and removing sediment from catch basins during 2016. A total of 129,426 feet of storm sewers were cleaned and 193,847 feet of storm sewers were televised in 2016. b. Street Sweeping: Approximately 17,148 curb miles of street sweeping occurred in 2016. There are approximately 280 miles of street in the City of Oshkosh. Each mile of street equals 2 curb miles (1 on each side of the street). The approximately 17,148 curb miles of street sweeping equates to sweeping each street approximately 30 times throughout the year. Street sweeping starts in April and May and continues into November in an average year. Because of the unseasonably warm weather some street sweeping activities continued into December. A total of 956 tons of debris from the street sweeping program was hauled to landfill in 2016. c. New Wet Basin: The construction of the Fernau Watershed North Main Street Area Stormwater Detention Basin was substantially completed November 2016. Final landscaping and the planting of the literal shelf will occur in the spring of 2017. That facility will remove approximately 24 ton of TSS that previously would have been discharged to Lake Winnebago. d. New Wet Basin: Planting of the vegetation at the 9� & Washburn Area Wet Detention Basin was completed during the spring of 2016. The vegetation is critical to the basins stability and its pollutant removal capability. e. New Wet Basins: Four (4) wet basins were constructed by the City but not funded by the Storm Water Utility. Three were construction in the City's new SW Industrial Park and the forth was constructed for a new aviation business park that was jointly constructed by the City of Oshkosh and Winnebago County. f. Watershed Planning: Work continued on the Storm Water Management Plans for Fernau Avenue, Stringham, Gallups/Merritts and Stevens Watersheds. The plans have identified management strategies for resolving the flooding and storm water quality issues of the watershed that have resulted in the planning and/or design of two (2) storm basins in the Fernau Watershed and one (1) in the Stringham Watershed. g. Design of New Facilities: The design was completed on the Lagoon in the City's South Park. Construction is planned to begin in the early summer of 2017 and should be completed the spring of 2018. Plans and specification were also prepared for the Libbey / Nicolet Area Stormwater Management Basin, which is scheduled to be constructed in 2018. 7. Winter Road management Activities: a. Road Salt application vehicles are calibrated per the manufacturer's recommendations. The Streets Division Supervisors have pavement temperature sensors equipped in their trucks, to monitor the temperature of the pavement to ensure that salt is not being applied when it will not be beneficial. 8. Municipal Facilities: Inventory of Municipal Storm Water Facilities (source: 2016 facility inventory map) Number City Facility Location 1 9th & Washburn Basin Behind 1015 S Washburn St 2 Armory Wet Basin 1415 Armory PI 3 Baldwin Basin Intersection of E. New York Ave and Broad St 4 Fair Acres Across the street from 121 W Murdock Ave 5 James Rd Basin At the intersection of W Waukau Avenue and James Road 6 Melvin Ave Storm Lift Station In Menominee Park at the end of Siewert Trail 7 E Nevada Ave Storm Lift Station In Menominee Park at the end of E Nevada Ave 8 North High Pond 1100 W Smith Ave 9 NW Industrial Park Basin Just east of 3110 Progress Dr 10 S Oakwood Basin Near the intersection of S Oakwood Rd and Badger Ave 11 SW Industrial Park Basin -Middle North of the intersection of Global Pkwy and Atlas Ave 12 SW Industrial Park Basin -West East of the end of Global Pkwy 13 SW Industrial Park Basin -East North of 2900 Atlas Ave 14 Tipler Pond 325 S Eagle St 15 Westhaven Basin Across the street from 1530 Westhaven Circle 16 City Hall Detention Vault Beneath the main north parking lot at City Hall 17 South Park Ponds NW corner of W South Park Ave and Ohio St 18 SW Industrial Park Basin -A Global Parkway - SW 19 SW Industrial Park Basin -B Global Parkway - NE 20 SW Industrial Park Basin -C Global Parkway - NW 21 Aviation Industrial Park Basin SE corner of W Ripple Ave and Aeroinnovate Way 22 Fernau Watershed Area Basin Across the street from 3300 N Main St 23 Sr Center Bioswale/Permeable Pavement 200 N Campbell Rd 9. Best Management Practices: a. Housekeeping: City crews annually clean and remove sediment from all of the catch basins. For the first six weeks after spring snow melt all streets are swept weekly. Then during the remaining cleaning season, the City performs street cleaning of the majority of City Streets every other week spring through fall. The downtown streets are cleaned at a weekly frequency. The City uses four (4) vacuum assisted, high efficiency, street cleaners and one (1) mechanical broom sweeper. Approximately 17,148 curb miles of streets were swept in 2016, removing approximately 956 tons of debris from the streets. b. Annual Inspection: Engineering Division Staff inspects each of the City's 17 storm water BMP annually. By the end of 2016 the number of facilities increased to 23. These inspections focus on potential structural damage to the facility due to erosion, rodents, vandalism, or other causes. Any deficiencies noted are repaired as quickly as possible. In the case of rodent damage, the site is then evaluated for potential actions to reduce the rodent population. c. Routine Inspection: The City of Oshkosh Streets Division inspects the major storm water BMP's after each major rain event. These inspections look for any evidence of damage, plugging or other concerns. Any deficiencies noted are repaired as quickly as possible. d. Maintenance of Lift Stations: The City Waste Water Treatment Plant Staff maintain all pump stations in the City of Oshkosh (waste water and storm water). The City has two large storm water pump stations. The Melvin Avenue Storm Water Pump Station is located on Siewert Trail in Menominee Park and the Lake View Pump Station, which is located in Menominee Park at the end of E. Nevada Drive. The stations are monitored 24 hours a day, 7 days a week, 365 days a year via radio telemetry by operations staff at the Waste Water Treatment Plant. The stations are visually inspected on a weekly basis by a Maintenance Mechanic. The backup power generator is tested 3 to 4 times per year. The backup power generator was serviced by the supplier's maintenance staff. e. Nuisance Animal Control: The City of Oshkosh contracted with Bezio Animal Control (Pulaski, WI) to conduct nuisance animal inspections and trapping at all wet detention basins owned and operated by the Storm Water Utility. The management of nuisance animals (muskrats for example) is vital to ensure the long term stability of the natural vegetation in the City's many detention basins. In addition to the wet detention basins, Bezio Animal Control performed monthly inspections of the berm at the James Road Area Detention Basin. If the inspections showed evidence of burrowing animals, trapping activities were initiated to remove the burrowing animals and reduce/eliminate the potential damage threat to the berm. ATTACHMENT C City of Oshkosh 2016 Reported Illicit Discharge to City of Oshkosh MS4 Storm Water Utility Illicit Discharges - 2016 y Biogas System Spill 8-14-2016 Percolate P H: 910 NH, soo l,soomg/L B High —n. Wastewater PH 68 NH,: 12-45 mg/L -'- High B—n, NHS Chronic Toxicity J -0.02 mg/L NH, Acute Toxicity -o.lmg/L Aoorox Load 1001b NH, 3/27/2017 Anchorage Channel Illegal Dumping May 2016 at Fox Valley Heat Treat by K&S Electrical z� Biogas System OSHKOSHBiogas plant has a 370kW CHP unit designed to run 24/7. Supplies approximately 8 percent of the University's electricity sasn�e, ss��_�omce�.sa� '. r msm�iai. a�as nose .r."rt rave Fresh Waste i Digested Waste - Sold as a Soil 9n9 �a7 mntlense6e perms Manx Amendment -1. Percolate 8-14-2016 Spill Recirculation Pump Sawdust Days Grounds 7-5-2016 1 Taco Bell 1800 Jackson Street Dumping Wash Water into Storm Sewer Hydraulic Oil Spill Dump Truck Lost its Axle on Jackson Street 3/27/2017 Hydraulic Oil Spill February 3, 2016 on Bay Street (approx. 5 gallons) by Reckers Towing ATTACHMENT D City of Oshkosh 2016 City of Oshkosh Projects Construction Erosion Control Site Inspections City of Oshkosh, WI Best Management Practice Report 2016 (January 01, 2016 To December 31, 2016) 4 Construction Site Pollutant Control Responsible Staff / Position: James Rabe Director of Public Works (920) 236-5065 4.2 Construction Site ESC Inspection and Enforcement Procedures Responsible Staff / Position Required: Yes John Ferris Civil Engineering Supervisor (920) 236-5065 Description Adopt and maintain procedures for construction site inspection and enforcement of erosion and sediment control measures. At a minimum, the procedures shall establish: 1. Municipal departments or staff responsible for construction site inspections and enforcement. 2. Construction site inspection frequency. 3. Construction site inspection documentation. 4. Enforcement mechanisms that will be used to obtain compliance. Goals 4.2.1 ESC Inspection and Enforcement Procedures Responsible Staff / Position Kris Lyons Engineer Tech (920) 236-5065 Description Develop and maintain procedures for construction site erosion and sediment control inspection and enforcement procedures as described. Review the procedures annually and update as needed to maintain effectiveness and permit compliance. Provide a copy of or reference to the current procedures each reporting period. Planned: 2015 2016 2017 2018 2019 2020 2021 Complete: Activity Date Name Description 04/14/2016 2270 Bowen St. Sediment Discharge Sediment left within ROW and not cleaned up at the DR Hanson end of the working day. Had a phone conversation with DR Hanson on 4-14-2016 regarding the Page 1 of 20 4.2.2 Responsible Person - Construction Site Pollutant Control Responsible Staff / Position Kris Lyons Engineer Tech (920) 236-5065 Description Identify the municipal department or staff responsible for construction site inspection and enforcement through the current reporting period. Planned: 2015 2016 2017 2018 2019 2020 2021 Complete: Activity Date Name Description None 4.2.3 City Construction Site ESC Inspection and Enforcement Procedures Responsible Staff / Position Kris Lyons Engineer Tech (920) 236-5065 Description City Permitted WDNR Sites ESC Inspections and Enforcement Planned: 2015 2016 2017 2018 2019 2020 2021 Complete: Activity Date Name Description 03/17/2016 16-03 Weekly 20160317 Weekly Inspection Report 03/23/2016 16-03 Weekly 20160323 Weekly Inspection Report 03/23/2016 16-04 Weekly 20160323 Weekly Inspection Report 03/30/2016 16-04 Weekly 20160330 Weekly Inspection Report 03/30/2016 16-03 Weekly 20160330 Weekly Inspection Report 04/01/2016 16-03 Rain Event 20160401 Rain Event Inspection Report 04/01/2016 16-04 Rain Event 20160401 Rain Event Inspection 04/07/2016 16-05 Weekly 20160407 Weekly Inspection Report 04/07/2016 16-04 Weekly 20160407 Weekly inspection report 04/07/2016 16-03 Weekly 20160407 Weekly Inspection Report 04/14/2016 16-03 Weekly 20160414 Weekly Inspection Report Page 10 of 20 04/14/2016 16-04 Weekly 20160414 Weekly Inspection Report 04/14/2016 16-05 Weekly 20160414 Weekly Inspection Report 04/20/2016 16-05 Weekly 20160420 Weekly Inspection Report 04/21/2016 16-04 Weekly 20160421 Weekly Inspection Report 04/21/2016 16-03 Weekly 20160421 Weekly Inspection Report 04/27/2016 16-05 Weekly 20160427 Weekly Inspection Report 04/27/2016 16-03 Weekly 20160427 Weekly inspection report 04/28/2016 16-04 Weekly 20160428 Weekly Inspection Report 05/04/2016 16-05 Weekly 20160504 Weekly Inspection Report 05/05/2016 14-10 Weekly 20160505 Site inspection now that the contractor is back on site doing warranty work. 05/11/2016 14-10 Weekly 20160511 Weekly Inspection 05/18/2016 14-10 Weekly 20160518 Weekly EC Inspection 05/18/2016 16-04 Weekly 20160518 Weekly EC Inspection 05/18/2016 16-05 Weekly 20160518 Weekly EC Inspection 05/18/2016 16-03 Weekly 20160518 Weekly EC 05/18/2016 16-16 Weekly 20160518 Weekly EC 05/25/2016 14-10 Weekly 20160525 Weekly & Final EC Inspection 05/25/2016 16-16 Weekly 20160525 Weekly EC Inspection 05/25/2016 16-05 Weekly 20160525 Weekly EC Inspection 05/25/2016 16-03 Weekly 20160525 Weekly EC Inspection 05/26/2016 16-04 Weekly 20160526 Weekly EC Inspection 05/31/2016 16-16 Rain Event 20160531 Rain Event Inspection 05/31/2016 16-04 Rain Event 20160531 Rain Event Inspection 05/31/2016 16-03 Rain Event 20160531 Rain Event Inspection Page 11 of 20 05/31/2016 16-05 Rain Event 20160531 Rain Event Inspection 06/01/2016 16-05 Rain Event 20160601 Rain Event Inspection 06/01/2016 16-03 Rain Event 20160601 Rain Event Inspection 06/01/2016 16-04 Rain Event 20160601 Rain Event Inspection 06/01/2016 16-16 Rain Event 20160601 Rain Event Inspection 06/06/2016 16-06 Rain Event 20160606 Rain Event Inspection 06/06/2016 16-03 Rain Event 20160606 Rain Event Inspection 06/06/2016 16-16 Rain Event 20160606 Rain Event Inspection 06/06/2016 16-05 Rain Event 20160606 Rain Event Inspection 06/06/2016 16-04 Rain Event 20160606 Rain Event Inspection 06/09/2016 16-04 Weekly 20160609 Weekly EC Issue Turbidity barrier needs to be fixed. Contractor is aware. Everything else was corrected while on site. 06/09/2016 16-05 Weekly 20160609 Weekly Inspection Report 06/09/2016 16-16 Weekly 20160609 Weekly EC Inspection Needs to fix stone bags by boat launch. Contractor is aware. 06/09/2016 16-03 Weekly 21060609 Weekly EC Inspection 06/09/2016 16-06 Weekly 20160609 Weekly Inspection 06/15/2016 16-01 Rain Event 20160615 Rain Event Inspection 06/15/2016 16-06 Rain Event 20160615 Rain Event Inspection Pass 06/15/2016 16-03 Rain Event 20160615 Rain Event Pass 06/15/2016 16-16 Rain Event 20160615 Rain Event Pass 06/15/2016 16-05 Rain Event 20160615 Rain Event Missing inlet protection 06/15/2016 16-04 Rain Event 20160615 Rain Event Turbidity Barrier still isn't fixed completely. Has a little gap at the seam that needs to be sealed Page 12 of 20 Page 13 of 20 properly 06/23/2016 16-01 Weekly 20160623 Weekly EC Inspection 06/23/2016 16-03 Weekly 20160623 Weekly EC 06/23/2016 16-04 Weekly 20160623 Weekly EC 06/23/2016 16-16 Weekly 20160623 Weekly EC 06/23/2016 16-05 Weekly 21060623 Weekly EC 06/23/2016 16-06 Weekly 20160623 Weekly EC 06/27/2016 16-06 Rain Event 20160627 Rain Event 06/27/2016 16-05 Rain Event 20160627 Rain Event 06/27/2016 16-16 Rain Event 20160627 Rain Event 06/27/2016 16-04 Rain Event 20160627 Rain Event 06/27/2016 16-03 Rain Event 20160627 Rain Event 06/27/2016 16-01 Rain Event 20160627 Rain Event 06/30/2016 16-01 Weekly 20160630 Weekly EC 06/30/2016 16-03 Weekly 20160630 Weekly EC 06/30/2016 16-04 Weekly 20160630 Weekly EC 06/30/2016 16-05 Weekly 20160630 Weekly EC 06/30/2016 16-06 Weekly 20160630 Weekly EC 06/30/2016 16-16 Weekly 20160630 Weekly EC 07/07/2016 16-01 Weekly 20160707 Weekly EC 07/07/2016 16-03 Weekly 20160707 Weekly EC 07/07/2016 16-04 Weekly 20160707 Weekly EC 07/07/2016 16-05 Weekly 20160707 Weekly EC 07/07/2016 16-06 Weekly 20160707 Weekly EC Page 13 of 20 07/07/2016 16-16 Weekly 20160707 Weekly EC 07/13/2016 16-01 Weekly 20160713 Weekly Inspection 07/13/2016 16-03 Weekly 20160713 Weekly Inspection 07/13/2016 16-06 Weekly 20160713 Weekly Inspection 07/13/2016 16-16 Weekly 20160713 Weekly Inspection 07/13/2016 16-05 Weekly 20160713 Weekly Inspection 07/13/2016 16-04 Weekly 20160713 Weekly Inspection 07/25/2016 16-01 Rain Event 20160725 Rain Event from the weekend 07/25/2016 16-03 Rain Event 20160725 Rain Event from the weekend 07/25/2016 16-04 Rain Event 20160725 Rain Event from the weekend 07/25/2016 16-05 Rain Event 20160725 Rain Event from the weekend 07/25/2016 16-06 Rain Event 20160725 Rain Event from the weekend 07/25/2016 16-16 Rain Event 20160725 Rain Event from the weekend 07/28/2016 16-01 Weekly 20160728 Weekly EC 07/28/2016 16-03 Weekly 20160728 Weekly EC 07/28/2016 16-04 Weekly 20160728 Weekly EC 07/28/2016 16-05 Weekly 20160728 Weekly EC 07/28/2016 16-06 Weekly 20160728 Weekly EC 07/28/2016 16-16 Weekly 20160728 Weekly EC 07/28/2016 16-20 Weekly 20160728 Arrived on site. No dewatering bag was being used and no inlet protection was installed. The contractor was shut down when I saw this. They were not permitted to start work until inlet protection was installed and the pump removed. The contractor was talked to about their lack of action to do it right. They said it was a mistake and wouldn't do it again. The owner of the company was called about the issue and told that they need to take corrective measures to make sure this doesn't happen again. Page 14 of 20 08/04/2016 16-01 Weekly 20160804 Weekly EC 08/04/2016 16-03 Weekly 20160804 Weekly EC 08/04/2016 16-04 Weekly 20160804 Weekly EC 08/04/2016 16-05 Weekly 20160804 Weekly EC 08/04/2016 16-06 Weekly 20160804 Weekly EC 08/04/2016 16-16 Weekly 20160804 Weekly EC 08/04/2016 16-20 Weekly 20160804 Site looked good. They are working on S. Meadow St. All BMP's where in place at time of inspection (inlet protection). 08/11/2016 16-01 Weekly 20160811 Weekly EC 08/11/2016 16-03 Weekly 20160811 Weekly EC 08/11/2016 16-04 Weekly 20160811 Weekly EC 08/11/2016 16-05 Weekly 20160811 Weekly EC 08/11/2016 16-06 Weekly 20160811 Weekly EC 08/11/2016 16-09 Weekly 20160811 The site looked okay. I, Kris, requested that the contractor sweep where the saw cutting took place. Jason, from Bower Construction, said that he would take care of it. Inlet protection was installed in working area. K&S also had inlet protection installed where they were working. 08/11/2016 16-16 Weekly 20160811 Weekly EC 08/11/2016 16-20 Weekly 20160811 Contractor was working on Washington prepping for pavement. Site was secure. Multiple locations within the city have also been paved. The contractor still needs to do final turf restoration in multiple areas. 08/17/2016 16-01 Weekly 20160817 Weekly EC 08/17/2016 16-03 Weekly 20160817 Weekly EC 08/17/2016 16-04 Weekly 20160817 Weekly EC 08/17/2016 16-05 Weekly 20160817 Weekly EC 08/17/2016 16-06 Weekly 20160817 Weekly EC Page 15 of 20 08/17/2016 16-09 Weekly 20160817 Weekly EC check. Site looked good. Contractor was going to clean the FL before the weekend and sweep the road. 08/17/2016 16-16 Weekly 20160817 Weekly EC 08/22/2016 16-16 Rain Event 20160822 Rain Event from Weekend 08/22/2016 16-09 Rain Event 20160822 Contractor had cleaned the FL and swept the road. Contractor was also restoring terrace are that was disturbed during water service connections. Contractor is also prepping the road surface for paving later this week to complete the work in phase 1. 08/22/2016 16-06 Rain Event 20160822 Rain Event from Weekend 08/22/2016 16-05 Rain Event 20160822 Rain Event from Weekend 08/22/2016 16-04 Rain Event 20160822 Rain Event from weekend 08/22/2016 16-03 Rain Event 20160822 Rain Event from weekend 08/22/2016 16-01 Rain Event 20160822 Rain Event from the weekend 08/25/2016 16-01 Weekly 20160825 Weekly EC 08/25/2016 16-03 Weekly 20160825 Weekly EC 08/25/2016 16-04 Weekly 20160825 Weekly EC 08/25/2016 16-05 Weekly EC 20160825 Weekly EC 08/25/2016 16-06 Weekly 20160825 Weekly EC 08/25/2016 16-09 Weekly 20160825 Site was okay. Contractor informed the inspector before they started the inspection that there were aware of missing IP and missing 2x4's in installed IP. They said that they would get them installed asap. The rest of the site was good condition. 08/25/2016 16-16 Weekly 20160825 Weekly EC 08/29/2016 16-01 Rain Event 20160829 Rain Event 08/29/2016 16-03 Rain Event 20160829 Rain Event 08/29/2016 16-04 Rain Event 20160829 Rain Event 08/29/2016 16-05 Rain Event 20160829 Rain Event Page 16 of 20 08/29/2016 16-06 Rain Event 20160829 Rain Event 08/29/2016 16-09 Rain Event 20160829 Rain Event Jason was still missing a few 2x4's. He had lumber to cut to install but didn't he said. He was also getting 1 extra IP installed that he missed. He was informed to clean up the road at the end of the day. 08/29/2016 16-16 Rain Event 20160829 Rain Event 09/01/2016 16-01 Weekly 20160901 Weekly EC 09/01/2016 16-03 Weekly 20160901 Weekly EC 09/01/2016 16-04 Weekly 20160901 Weekly EC 09/01/2016 16-05 Weekly 20160901 Weekly EC 09/01/2016 16-06 Weekly 20160901 Weekly EC 09/01/2016 16-09 Weekly 20160901 Weekly EC 09/01/2016 16-16 Weekly 20160901 Weekly EC 09/08/2016 16-01 Weekly 20160908 Weekly / Rain Event 09/08/2016 16-03 Weekly 20160908 Weekly / Rain Event 09/08/2016 16-06 Weekly 20160908 Weekly / Rain Event Final inspection for rehab area 09/08/2016 16-16 Weekly 20160908 Weekly / Rain Event Final inspection. grass is growing 09/08/2016 16-04 Weekly 20160908 Weekly / Rain Event 09/08/2016 16-05 Weekly 20160908 Weekly / Rain Event 09/15/2016 16-05 Weekly 20160915 Weekly EC 09/15/2016 16-04 Weekly 20160915 Weekly 09/15/2016 16-03 Weekly 20160915 Weekly EC 09/15/2016 16-01 Weekly 20160915 Weekly EC 09/21/2016 16-01 Rain Event 20160921 Rain Event 09/21/2016 16-03 Rain Event 20160921 Rain Event Page 17 of 20 09/21/2016 16-04 Rain Event 20160921 Rain Event 09/21/2016 16-05 Rain Event 20160921 Rain Event 09/21/2016 16-09 Rain Event 20160921 Rain Event 09/23/2016 16-01 Rain Event 20160923 Rain Event 09/23/2016 16-03 Rain Event 20160923 Rain Event 09/23/2016 16-04 Rain Event 20160923 Rain Event 09/23/2016 16-05 Rain Event 20160923 Rain Event 09/23/2016 16-09 Rain Event 20160923 Rain Event 09/29/2016 16-04 Weekly 20160929 Weekly EC 09/29/2016 16-03 Weekly 20160929 Weekly EC 09/29/2016 16-05 Weekly 20160929 Weekly EC 09/29/2016 16-01 Weekly 20160929 Weekly EC 09/29/2016 16-09 Weekly 20160929 Site needs some minor clean up at the 5th & Sawyer intersection. Bill Bowers was contacted regarding the clean up. 10/06/2016 16-01 Weekly 20161006 Weekly EC. Lots of issues that needed to be addressed by end of day on Friday. 10/06/2016 16-03 Weekly 20161006 Weekly EC 10/06/2016 16-04 Weekly 20161006 Weekly EC 10/06/2016 16-05 Weekly 20161006 Weekly EC. Some tracking issues that needed to addressed 10/06/2016 16-09 Weekly 20161006 Weekly EC. The site is prepped for asphalt paving. Just needs a little clean up in the flowlines. Contacted Jason from Bowers regarding this and he said that he will have it addressed. 10/13/2016 16-01 Weekly 20161013 Weekly EC 10/13/2016 16-03 Weekly 20161013 Weekly EC 10/13/2016 16-04 Weekly 20161013 Weekly EC 10/13/2016 16-05 Weekly 20161013 Weekly EC Page 18 of 20 10/13/2016 16-09 Weekly 20161013 Weekly EC inspection. The contractor (NEA) was on site today paving the road. The restoration behind the curb is growing so after today all BMP's can be removed from the project area. 10/20/2016 16-01 Weekly 20161020 Weekly EC 10/20/2016 16-03 Weekly 20161020 Weekly EC 10/20/2016 16-04 Weekly 20161020 Weekly EC 10/20/2016 16-05 Weekly 20161030 Weekly EC 11/03/2016 16-01 Weekly 20161103 Weekly EC 11/03/2016 16-03 Weekly 20161103 Weekly EC 11/03/2016 16-05 Weekly 20161103 Weekly EC 11/03/2016 16-04 Weekly 20161103 Weekly EC 11/10/2016 16-04 Weekly 20161110 Weekly EC 11/10/2016 16-05 Weekly 20161110 Final EC Inspection 11/10/2016 16-03 Weekly 20161110 Weekly EC 11/10/2016 16-01 Weekly 20161110 Weekly EC 11/17/2016 16-01 Weekly 20161117 Weekly EC 11/17/2016 16-03 Weekly 20161117 Weekly EC 11/17/2016 16-04 Weekly 20161117 Weekly EC 11/23/2016 16-04 Weekly 20161123 Weekly EC 11/23/2016 16-03 Weekly 20161123 Weekly EC 11/23/2016 16-01 Weekly 20161123 Weekly EC 11/28/2016 16-01 Rain Event 20161128 Rain Event 11/28/2016 16-03 Rain Event 20161128 Rain Event 11/28/2016 16-04 Rain Event 20161128 Rain Event 12/07/2016 16-01 Weekly 20161207 Weekly EC Page 19 of 20 12/07/2016 16-03 Weekly 20161207 Weekly EC 12/07/2016 16-04 Weekly 20161207 Weekly EC 12/14/2016 16-03 Weekly 20161214 Weekly EC 12/22/2016 16-03 Weekly 20161222 Weekly EC 12/26/2016 16-03 Weekly 20161226 Conducted by AECOM on site construction inspector Page 20 of 20 ATTACHMENT E City of Oshkosh 2016 Construction Erosion Control Site Inspections of Private Development City of Oshkosh, WI Best Management Practice Report 2016 (January 01, 2016 To December 31, 2016) 4 Construction Site Pollutant Control Responsible Staff / Position: James Rabe Director of Public Works (920) 236-5065 4.2 Construction Site ESC Inspection and Enforcement Procedures Responsible Staff / Position Required: Yes John Ferris Civil Engineering Supervisor (920) 236-5065 Description Adopt and maintain procedures for construction site inspection and enforcement of erosion and sediment control measures. At a minimum, the procedures shall establish: 1. Municipal departments or staff responsible for construction site inspections and enforcement. 2. Construction site inspection frequency. 3. Construction site inspection documentation. 4. Enforcement mechanisms that will be used to obtain compliance. Goals 4.2.1 ESC Inspection and Enforcement Procedures Responsible Staff / Position Kris Lyons Engineer Tech (920) 236-5065 Description Develop and maintain procedures for construction site erosion and sediment control inspection and enforcement procedures as described. Review the procedures annually and update as needed to maintain effectiveness and permit compliance. Provide a copy of or reference to the current procedures each reporting period. Planned: 2015 2016 2017 2018 2019 2020 2021 Complete: Activity Date Name Description 04/14/2016 2270 Bowen St. Sediment Discharge Sediment left within ROW and not cleaned up at the DR Hanson end of the working day. Had a phone conversation with DR Hanson on 4-14-2016 regarding the Page 1 of 20 sediment discharge on site. Follow up site visit on 4-15-2016 showed the sediment had been cleaned up. The contractor may have power washed the sediment down the storm sewer inlet, but I am unable to prove it because no sediment was found in the inlet. Just spray marks on the casting. 04/15/2016 2460 Jackson St - Jackson Square Random site inspection checking for EC Apartments compliance. Issues where discovered and discussed on site with the general contractor. 04/15/2016 3420 Jackson St - Reilly Real Estate Random EC inspection found multiple issues on site. Clearing and grubbing was not disposed of properly, no silt fence was installed around topsoil stock pile even though a trench was installed for it and it appears to be adjacent to a wetland, and a clay gravel spoil pile needs to be removed, and the topsoil stock pile needs to temporarily seeded. Follow up phone call with Bud Hoch at 8:45 am on 4- 22-2016 regarding the enforcement notice sent to the permit holder. Bud Hoch is going to clean up the site by grading and stabilizing the exposed soil. Phone # (920) 579-1601 Drive-by on 4-26-2016 Kris & Laura observed silt fence around the stock pile, contractor digging material from stock pile and placing around the building prepping for seeding. 04/15/2016 2920 N. Main St - Hoffmaster Site inspection. No activity to date. Driveway 04/15/2016 2920 N Main St - Hoffmaster ConcreteSite inspection. No activity to date Pad 04/15/2016 1600 Hazel - Emmeline Cook Parking Site inspection. No activity to date. Lot Expansion 04/15/2016 1600 Hazel St - Emmeline Cook Site inspection. All project work has been completed Elementary Site Improvements and fully restored. 04/15/2016 3500 N Main St - Bemis Perfecseal Site Inspection. All exterior site improvements have been completed and restore. 04/15/2016 2200-2208 Jackson St - DADL Site inspection. The site construction is complete and full restored. 04/15/2016 1951 Bowen St - Office Buildings NewSite inspection. The project area is complete and Garage looks good. 04/15/2016 1819 Evans St - Govani Dental Site inspection. The building is constructed. All EC Addition BMP's are installed and functioning. Site looks good. 04/21/2016 Site Inspection Bad Guys Made Mud 04/27/2016 1870 Stillman Dr - Corrim Accessory Building is constructed. It looks good. No disturbed Building area with this building. Site complete. Page 2 of 20 04/27/2016 1159 Rockwell Ave - WPS Pearl Ave Site is complete. Substation 04/27/2016 512-520 Algoma Blvd - Indian trail Site is complete and looks good. Apartment parking lot 04/27/2016 1005 & 1015 N Washburn St - Dicks Site looks really good. Veg is growing through the Sporting Goods & Petsmart mat. Landscaping is all planted. Site is complete. 04/27/2016 1870 Stillman Dr - Corrim Solar Solar panels where installed over winter. Site plan Panels does not call for any perimeter control. Disturbed area needs to be stabilized. Topsoil pile on site for final stabilization it appears. Will conduct a follow up check in a few weeks to verify that site restoration is beginning. 04/27/2016 4372-4398 Jackson St - Soda Creek Multiple issues on site. Talked to Eric Nelson from Nicolet and also Lee Breitkreutz from Town & County. Letter has also been sent out to Eric Nelson and the developer. 04/28/2016 639 Witzel Ave - Central Garage Site is now complete. E-mat with veg growing through it. Everything looks great. 04/28/2016 748 Algoma Blvd - Reeve Union No activity on site Entrance Improvements 05/17/2016 3321 County RD A - AP Nonweiler Random EC inspection of building expansion. The site looked really good. The only issue was an inlet protection with the wrong fabric. The contractor on site was informed and said they would get it. The contractor walked to get a new bag and I observed them walking back carrying the right kind of inlet protection. The rest of the site will be hard surface in a few days based on what the contractor told me. 05/17/2016 455 Marion Rd - The Rivers Phase 11 Walked the site with the contractor to go over the issues on site as they were discovered. The inlet protection was missing 2x4's, there was some damaged silt fence, and a very little bit of tracking from construction vehicles coming and going. The contractor started having his guys fix the issues as we discussed them and was very receptive during the walk through. 06/09/2016 1062 N. Koeller St - Father Carr's Parking lot freshly completed. No activity on site Place 2B Parking Lot currently. 06/09/2016 450 N. Campbell Rd - Riverview No activity on site Condo Parking 06/09/2016 1300 Georgia St - South Park Site has been stabilized with hay mulch, so the soil Restroom Facility and mulch has been washing out into the curbline in the street. It also appears that no seed was placed. The site shall be stabilized with hydromulch or erosion mat and seeded. Page 3 of 20 06/09/2016 1221 Knapp St - Winnebago County No activity on site Garage 06/09/2016 1560 & 1564 S. Koeller St - Market No activity on site Fair Outbuilding and Ross Dress for Less 06/09/2016 1580 S. Koeller St - Culver's Raze No activity on site and Rebuild 06/09/2016 1900 S. Koeller St - Target Parking No activity on site Lot Reconstruction 06/09/2016 1414 W. 20th Ave - West End Pizza No activity on site Expansion 06/09/2016 1000 Cumberland Tr - Cumberland No activity on site Court Apartments Improvements 06/09/2016 Mockingbird Way - Casey's Meadow Minimal construction onsite. Only on private Phase 1C residential lots. No erosion control issues. 06/28/2016 2541 W. 20th Ave - Pepsi Driveway No activity on site and Parking Reconstruction 06/28/2016 2559 Badger Ave - ECM Holding No activity on site Group Parking Expansion 06/28/2016 2301 Universal St - Multicircuits No activity on site. Small section of silt fence Expansion remaining in their onsite swale. They were already told they could remove it, but wanted further protection until grass grows more sufficiently in that swa I e. 06/28/2016 2200 Badger Ave - Curwood/Bemis No activity on site Factory Addition 06/28/2016 2240 Westowne Ave - McDonald's Drive-thru currently under construction. No Erosion Drive-Thru Control Issues 06/28/2016 2240 Westowne Ave - Shell Car WashNo activity on site 06/28/2016 505 S. Washburn St - AMS of No activity on site. Stabilization/vegetation is patchy, Wisconsin but no soil movement. 06/28/2016 2875 Atlas Ave - 4 Imprint No activity on site. Silt fence remaining along STH 91 on the southern boundary of the site can be removed since vegetation is well established. 06/28/2016 3211-3299 Elk Ridge Dr - Hunters Ridge Phase II and IV Terraces along Elk Ridge Dr. have been restored, but were not sufficiently stabilized. Topsoil is washing off into the curb lines in the road. These areas shall be re -seeded and stabilized with hydromulch or erosion mat. Curb lines and around inlets on Elk Ridge Dr. contain large amounts of sediment from soil washing offsite. These areas shall be swept. Tracking pads leading from Elk Ridge Dr. to the site (there are two locations) have been filling in due to construction traffic, and are causing tracking out into the road. Tracking pads shall be freshened up by scraping and/or bringing in new stone material. Perimeter of Phase IV contains no erosion control Page 4 of 20 measures, and drains to the public road. Silt fence or sediment logs shall be installed around the perimeter of the exposed topsoil to prevent soil movement offsite. 06/28/2016 3735 S. Washburn St - Big Rig Construction underway. All perimeter controls are in Chrome Shop Expansion place. No erosion control issues present. 06/28/2016 Knapp St (Parcel 91334440000) - Construction underway. All perimeter controls are in EAA Exhibitor Pads/Gateways Project place. No erosion control issues present. 06/28/2016 450 W. 33rd Ave - Lakeside Plastics Final Site Walk Through. Site is completely Expansion stabilized. 06/28/2016 3042 Oregon St - Henke Landscaping No erosion control issues. Warehouse has been constructed, but pond construction has not yet begun. 06/28/2016 2505 Oregon St - Chester V's No activity on site 06/28/2016 2225 Minnesota St - Oshkosh Corp. No activity on site Parking Lot 06/28/2016 2211 Oregon St -Lake Aire Center No activity on site Parking Lot 06/28/2016 424 Oregon St - Southside Riverwalk- Silt fence has been installed across the swales that East of Oregon drain to the two inlets placed on the south side of the new walking path. Silt fence is not allowed in channelized flow. Only the areas adjacent to the walking path have been erosion matted, everything else was placed with hay mulch. 06/28/2016 421 Oregon St - Southside Riverwalk No activity on site - West of Oregon St 06/28/2016 45 W. 6th Ave - Lang Development No activity on site LLC 06/28/2016 706 S. Main St - Luecks Parking Lot No activity on site. Mill and Overlay 06/28/2016 1009 S. Main St - Fifth Ward Brewing No activity on site 06/28/2016 243 Ohio St - U -Haul Loading Dock Loading dock construction underway. No erosion issues, site looks good. 06/28/2016 926 Dempsey Tr - DOT Building No activity on site Addition (WWTP Site) 06/28/2016 750 Witzel Ave - West Pointe Bank No activity on site Parking Lot 06/28/2016 300 N. Eagle St - Ahmadiyya Mosque No activity on site Page 5 of 20 06/28/2016 375 N. Eagle St - Oshkosh West No activity on site Parking Lot Lighting 06/28/2016 600 N. Koeller St - River Valley One No activity on site Parking Lot Reconstruction 06/28/2016 530-540 N. Koeller St - N. Koeller Sediment washing out onto public sidewalk where Office Building old driveway entrance was removed. Area needs to be re-stabilized. Sidewalk was also not replaced as it was supposed to. Right of way non-compliance letter was issued regarding all outstanding items in the right of way. 06/28/2016 1825 S. Washburn St - Tony's Auto No activity on site Body Addition 06/28/2016 2340 STH 44 - Taco John's No activity on site 07/06/2016 2340 STH 44 - Taco John's Final site inspection. No EC Issues, site is stabilized. 07/06/2016 1580 S. Koeller St - Culver's Raze Final site walk-through. No activity on site in some and Rebuild time, no erosion present. Inlet protection is remaining in the existing drain adjacent to the dumpster enclosure. Representatives were told this could be removed since site is fully stabilized. 07/14/2016 2200 Badger Ave - Curwood/Bemis Final site inspection. No activity on site for some Factory Addition time. Straw bale ditch checks remain in swales onsite. Representatives told they could be removed as vegetation is completely established and there are no erosion control issues. 07/26/2016 Old post Office CTH A DNR contacted the city regarding a brown water discharge from a contractor. It was determined the Northern Fiber was doing the work. Upon arrival it was noticed that they did discharge. The contractor had a vac truck on site so they were directed to suck up all of the discharge from the catch basin and roadway along with material in the terrace. They also power washed all of the sediment from the area and sucked that up. Photos where given to the DNR for their records. 08/03/2016 44 Frankfort St - Steven's Park Site has been fully stabilized. Everything looked Restroom Pavilion good. 08/03/2016 425 Lake Shore Dr - City of Oshkosh Site has grass growing through straw around new Water Filtration Plant Expansion building. 08/03/2016 1600 Hazel St - Emmeline Cook Contractor has paved parking area. Contractor was Elementary Parking Lot installing E-mat while I was on site. I informed the contractor that the mat installed backwards in regards to the shingling. They immediately started pulling up the overlapped areas and fixing. Contractor was also informed that they need to get Page 6 of 20 an inlet protection in 1 inlet where restoration won't take place until after the new fence is installed. They were going to install the next morning because they didn't have one on their truck. Site looked good. 08/03/2016 3321 County Road A - AP Nonweiler Building is completed. Area around the building is all hard surface. Site looks good. 08/03/2016 3321 County Road A - AP Nonweiler No work has started yet. Building Addition 08/03/2016 4372-4398 Jackson St - Soda Creek Contractor is on site doing final site restoration. Town & Country is installing top soil in swales and around buildings. Badger maintenance is fine grading topsoil areas. Installing plants/ shrubs. Seeding and mating finished areas. 08/03/2016 725 Butler Ave - Parkview Health No activity on site yet Care Center Parking Lot 08/03/2016 3420 Jackson St - Reilly Real Estate Building is complete. Stock pile is removed. Silt LLC Cold Storage Building fence is still up because the site has a 2nd phase that will be taking place. 08/03/2016 3420 Jackson St - Reilly Real Estate No work has started for this project LLC Second Cold Storage Bldg 08/03/2016 2460 Jackson St - Jackson Square I, "Kris," have been in contact with the contractor in regards to final stabilization. They are struggling to get a contractor to complete the final stabilization. I have given them a name of local contractors to talk too. They have talked to them, but the financial side has made changing contractors difficult because they need to close 1 contract and then open up another. Based on the last email with them on 8/5/2016 from Bob Armstrong the contractor will be back on site the week of 8/8/2016 completing the work. I will continue to monitor the work on site and see if the work is being completed during 8/8/2016 to 8/12/2016 08/04/2016 4372 - 4398 Jackson St - Soda Creek Badger maintenance is on site again stabilizing swales on the north side of the property. E- mat was shingled wrong. They were informed of the issue and adjusted / fixed the area that was wrong. They gave me their plan for what they wanted to do next. 08/05/2016 4372 - 4398 Jackson St - Soda Creek Contractor requested me to be on site to look at a swale for them. The issue was building runoff and losing their swales. I recommended they stabilize the backside of the buildings and the swale at once to minimize the exposed soil that can get damaged. They agreed and will talk to their boss. 08/08/2016 4372 - 4398 Jackson St - Soda Creek Contractor requested me to be onsite to review what was done. Work looked okay. They did inform me that they are going to sod behind the buildings the Page 7 of 20 rest of the week and restore the swale as they go after installing the sod. 08/24/2016 2521 BOWEN ST - ANCHORAGE Talked to Russ Williams on site regarding no REALTY perimeter control, no inlet protection, and tracking off site. Told him that Type D modified IP was required due to new WDNR rules. The entire area that the building sat is exposed clay and construction debris. He did say that he plans on filling the site and stabilizing for winter. He is going to get a couple pallets of sediment logs and ring the site tomorrow. It was a very good discussion and he was cooperative. 08/26/2016 2920 N. Main St - Hoffmaster Everything is complete and looks good. Concrete Pad & Fencing 08/26/2016 2920 N. Main St - Hoffmaster Parking It appears to be complete. It was a resurfacing of Lot & Entrance the turn around parking lot area. 08/26/2016 531 N. Main St - Dealer Fire Patio Site is complete. Looks good. 08/26/2016 1100 W. Smith Ave - Oshkosh North Was investigating around the northern 2 ball Ball Biamond Bleacher Pad diamonds. Was unable to locate any new work. Laura informed me, Kris, that the ball diamond work actually took place south of the ball diamonds across the street. 08/26/2016 1010 W. Murdock Ave - The Wateford Paving is complete Parking Lot 08/31/2016 3500 N. Main St - Bemis Perfect Seal Site has been resurfaced in the their northern most parking lot. Everything looks good. 09/16/2016 375 N. Eagle St - Oshkosh West The lights and light bases are all installed. Parking Lot Lighting Everything has been restored 09/16/2016 Sunrise Estates Utilities are installed. Contractor is cutting in road. Site has silt fence installed and inlet protection installed. The pond has not been installed. They plan to install the pond after they finish cutting the road. 09/16/2016 1600 Hazel - Emmeline Cook Site has been restored. They finished landscaping Elementary Parking Lot along the northern fence 09/16/2016 505 Marion Rd - Mercury Marine Site is complete. Everything appears paved. Parking Lot 09/16/2016 1100 W. Smith - Oshkosh North Site is complete. Looks good. Bleacher Pad 09/16/2016 3420 Jackson - Reilly Real Estate Building is installed. Site has been cleaned up. Cold Storage 2nd building 09/16/2016 2460 Jackson - Jackson Square Contractor is finally restoring the working area. Site Apartments looks good. Page 8 of 20 09/16/2016 1870 Stillman - Corrim Company Solar Panels The disturbed area around the panels is vegetated now. Everything else is stable. 09/16/2016 2510 W 9th - Marsh Eye Clinic Site has perimeter control installed. IP was the apartment to fix the issue. The contractor installed. TP has been capped because parking lot installed inlet protection and used a dewatering bag is roughed in with stone 09/22/2016 1555 Algoma Blvd - Private House Dewatering complaint regarding muddy water. proceeded to clean up all the sediment in the Talked with contractor on site regarding dewatering roadway with snow shovels and heavy equipment. technique. They had no practice in place. They They will also sweep the road and install sediment were also lacking inlet protection which they where logs around the disturbed area. Stone bags will be instructed to install. Perimeter control devices where placed in the parking lot flowline that discharges into also told to be installed around the site. the disturbed area to slow the flow of water. The contractor was very responsive and said that he Egbert was demoing buildings for the new would take care of everything. 10/06/2016 1335 Summit Ave - Water Main Break An 8" water main service to the apartment broke on Private Side Wednesday night. Walley Schmidt was contacted by the apartment to fix the issue. The contractor installed inlet protection and used a dewatering bag while working on fixing the issue. They then proceeded to clean up all the sediment in the roadway with snow shovels and heavy equipment. They will also sweep the road and install sediment logs around the disturbed area. Stone bags will be placed in the parking lot flowline that discharges into the disturbed area to slow the flow of water. 10/06/2016 1130 N. Westfield St - Evergreen Egbert was demoing buildings for the new Manor Retirement Village development. They were pulling sediment into the ROW with their trucking operation. The contractor was informed that they need to clean the road surface. Soper Contractors was hired by Egbert to clean the road surface with their sweeper. 12/01/2016 1000 CUMBERLAND TRL - Complaint about mud on the road. Inspected (Kris) CUMBERLAND TRAIL site to see if the contractor was in compliance with APARTMENTS their EC plan. There was a little mud tracked on the road because a sky lift had driven through a yard. The contractor had a sweeper and went to clean the road. There was no inlet protection on site. The contractor contacted Egbert to have them install the Type D modified inlet protection. There was also no silt fence on site. The contractor indicated they wanted to use a vegetative buffer. Looking at the site the vegetative buffer was acceptable. I (Kris) worked with them to amend their plan to keep them in compliance. They were instructed that this plan now must remain on site until the project is complete. They were also informed that they must keep a weekly and rain event inspection log to stay with WDNR compliance. Page 9 of 20 ATTACHMENT F City of Oshkosh 2016 Pollution Prevention State of Wisconsin Department of Natural Resources PO Box 7921, Madison WI 53707-7921 dnrmi.gov No Exposure Certification For Exclusion from WPDES Industrial Storm Water Permitting Form 3400-188 (R 12/14) Page 1 of 4 Notice: This No Exposure Certification form is authorized by s. NR 216.21(3), Wis. Adm. Code. Submittal of this form is required for industries listed within subchapter II of ch. NR 216, Wis. Adm. Code, where the facility has no exposure of materials or operations that could contaminate storm water. This certification must be submitted to the Department every five years. Failure to properly submit a completed No Exposure Certification to the Department every five years may result in forfeitures up to $10,000 per day, pursuant to s. 283.91(2), Wis. Stats. Personally identifiable information on this form may be used for other water quality program purposes. Submission of this No Exposure Certification constitutes notice that the entity identified in Section I does not require permit authorization for its storm water discharges associated with industrial activity under subch. II of ch. NR 216, Wis. Adm. Code, due to the existence of a condition of "no exposure." A condition of "no exposure" exists at an industrial facility when all industrial materials and activities are protected by a storm resistant shelter to prevent exposure to rain, snow, snowmelt, and/or runoff. Industrial materials or activities include, but are not limited to, material handling equipment or activities, industrial machinery, raw materials, intermediate products, by-products, final products, or waste products. Material handling activities include the storage, loading and unloading, transportation, or conveyance of any raw material, intermediate product, final product or waste product. A storm resistant shelter is not required for the following industrial materials and activities: • Drums, barrels, tanks, and similar containers that are tightly sealed, provided those containers are not deteriorated and do not leak. "Sealed" means banded or otherwise secured and without operational taps or valves. • Adequately maintained vehicles used in material handling. • Final products, other than products that would be mobilized in storm water discharges (e.g., rock salt). A No Exposure Certification must be provided for each facility applying for the no exposure exclusion. In addition, the exclusion from WPDES permitting is available on a facility -wide basis only, not for individual outfalls. If any industrial activities or materials are or will be exposed to precipitation, the facility is not eligible for the no exposure exclusion. By signing and submitting this No Exposure Certification form, the entity in Section 1 is certifying that a condition of "no exposure" exists at its facility or site, and is obligated to comply with the terms and conditions of s. NR 216.21(3), Wis. Adm. Code. All information must be provided on this form. Detailed instructions for completing this form and obtaining the no exposure exclusion are provided on pages 34. Please read the instructions prior to completely filling out this form. Facility/Operator1. Business Name Operator Name Contact Name City of Oshkosh Water Filtration Plant Brad Rokus Brad Rokus Mailing Address City State ZIP Code 425 Lakeshore Drive Oshkosh I Wl 1 54901 E-mail Address Phone Number Alternate Phone Number brokus@ci.oshkosh.wi.us II. Facility/Site Location Information (920) 232-5365 Facility Name County City 0 Town 0 Village City of Oshkosh Water Filtration Plant Winnebago of Oshkosh Location Address/Description 425 Lake Shore Drive PLSS Information Township Range ® East Section Quarter Quarter -Quarter 18 N 17 E]west 19 1 NW SW It site is not wholly containe in the quarter -quarter, more description Latitude Longitude Q NW / QQ SW - SE portion 44.01873 -88.51841 Q NW / QQ SE - SW portion Total acres of site associated with industrial activity 8.78 acres (entire property) Yes No 0 0• Is the facility located on Indian Lands? 0 Di Is this a Federal facility? 0 Q Was the facility or site previously covered under a WPDES storm water permit? If yes, provide the Facility Identification (FID) or FIN number (if known), and the SIC/activity codes FID/FIN Number:I SIC/Activit Codes: Primary: Secondary: Q 0• Have you paved of roofed over a formerly exposed, pervious area in order to qualify for the no exposure exclusion? If yes, indicate approximately how much area was paved or roofed over. Acres paved or roofed over: State of Wisconsin DEPARTMENT OF NATURAL RESOURCES Oshkosh Service Center 626 E. CTY RD Y, Suite 700 Oshkosh, Wl 54901 May 27, 2015 Steven Gohde Oshkosh Wastewater Treatment Plant 215 Church Street P O Box 1130 Oshkosh W1 54903-1130 Scott Walker, Governor Cathy Stepp, Secretary Jean Romback-Bartels, Regional bire,c to, Telephone (920) 424-3050 1 WSCONSIN FAX (920) 424-4404 DEPT. OF NATURAL RESOURCES TDD () - REC1;IVL-D AJN - 12015 DP11t 0l` PUBLIC: OlRKS OSHKOSH, WtSCONSIN Subject: industrial Storm Water No Exposure Certification for Facility: Oshkosh Wastewater Treatment Plant Location: 233 Campbell Road, OSHKOSH, WI FIN: 6096 Dear Facility Representative: The Department of Natural Resources (Department) has evaluated the No Exposure Certification for Exclusion from WPDES Storm Water Permitting (Form 3400-188) that you recently submitted, and has determined that your facility does not require coverage under an Industrial Storm Water Discharge Permit as specified in subchapter 11 of NR 216, Wis. Adm. Code. This determination is based upon the information provided by you for your facility on Form 3400-188 stating your belief that the facility qualifies for a "conditional no exposure exclusion" under s. NR 216.21(3), Wis. Adm. Code, and is contingent upon continued satisfaction of the conditions under s. NR 216.21(3), Wis. Adm. Code. Please be advised that under s. NR 216,21(3)(b)4,, Wis. Adm. Code, a No Exposure Certification must be submitted for this facility every five years to maintain the no exposure status with the Department. The Effective Date for the No Exposure Certification stahrs is May 27, 2015. If the industrial operations change at the facility where industrial activities become exposed to storm water or if the Department determines facility discharges to be significant contributors of pollutants to the waters of the state, the facility may be required to obtain coverage under a General WPDES Industrial Storm Water Discharge Permit. If conditions change where industrial activities become exposed to storm water, it will be your responsibility to notify the Department of the change in the facility's status. The Department appreciates your pollution prevention efforts to eliminate sources of storm water contamination at the facility. If you have any questions concerning the contents of this letter, please contact Susan Larson at Stisaii.Larsoii@Wiscoiisiii.gov or (920) 303-5449. Sincerely, Susan Larson Storm Water Management Specialist Northeast Region dnr.W. ov PANTEO wisconsin.gov Naturally WISCONSIN °APS `��` No Exposure Certification For Exclusion from WPDES Industrial Storm Water Permitting Form 3400-188 (R 12/14) Page 2 of 4 (Completing this question does not disqualify you for the no exposure exclusion. However, your permitting authority may use this information in considering whether storm water discharges from your site are likely to have an adverse impact on water quality, in which case you could be required to obtain permit coverage.) Required: Attach photos that are representative of the current outdoor conditions at the facility. Current photos may eliminate the need for an inspection and facilitate a more timely acknowledgment by the Department. Date Photos were taken: 01/12/2017 Exposure • Are any of the following materials or activities exposed to precipitation, now or in the foreseeable future? If you answer "Yes" to any of these questions, you are NOT eligible for the no exposure exclusion. Yes No O Using, storing or cleaning industrial machinery or equipment, and areas where residuals from using, storing or cleaning industrial machinery or equipment remain and are exposed to storm water O Materials or residuals on the ground or in storm water inlets from spills/leaks O Materials or products from past industrial activity O Material handling equipment (except properly maintained vehicles) O Q Materials or products during loading/unloading or transporting activities Q Materials or products stored outdoors (except final products intended for outside use [e.g., new cars] where exposure to storm water does not result in the discharge of pollutants) 0 Q Materials contained in open, deteriorated or leaking storage drums, barrels, tanks, and similar containers 0 Materials or products handled/stored on roads or railways owned or maintained by the discharger 0 Waste material (except waste in covered, non -leaking containers [e.g., dumpsters]) Q Q Application or disposal of process wastewater (unless otherwise permitted) Q IV. Certification Q. Particulate matter or visible deposits' of residuals from roof stacks and/or vents not otherwise regulated (i.e., under an air quality control permit) and evident in the storm water outflow & Signature This form must be signed by an official representative of the permitted facility, in accordance with s. NR 216.22(7), Wis. Adm. Code. See instructions on page 4. If this form is not signed, or is found to be incomplete, it will be returned. No Exposure Certification for Exclusion from WPDES Industrial Storm Water Permitting: I certify under penalty of law that I have read and understand the eligibility requirements for claiming a condition of "no exposure" and obtaining an exclusion from WPDES storm water permitting. I certify under penalty of law that there are no discharges of storm water contaminated by exposure to industrial activities or materials from the industrial facility or site identified in this document (except as allowed under s. NR 216.21(3)(c), Wis. Adm. Code). I understand that I am obligated to submit a No Exposure Certification form once every five years to the Department and, if requested, to the operator of the local municipal separate storm sewer system (MS4) into which the facility discharges. I understand that I must allow the Department, and MS4 operator where the discharge is into the local MS4, to perform inspections to confirm the condition of "no exposure" and to make such inspection reports publicly available upon request. I understand that I must obtain coverage under a WPDES permit prior to any point source discharge of storm water from the facility. Additionally, 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 evaluated the information submitted. Based on my inquiry of the person or persons who manage the 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 of Landowner/Authorized Representative Date Sig ed Name of Landowner/Authorized Representative ITitle Mail this completed form to the appropriate Wisconsin Department of Natural Resources office in the region where the facility is located. See the instructions on the last page of this form for regional office addresses. No Exposure Certification For Exclusion from WPDES Industrial Storm Water Permitting Form 3400-188 (R 12/14) Page 3 of 4 Instructions Who May File a No Exposure Certification Wisconsin law under subch. II of ch. NR 216, Wis. Adm. Code, prohibits point source discharges of storm water associated with industrial activity to waters of the State without a Wisconsin Pollutant Discharge Elimination System (WPDES) permit. However, WPDES permit coverage is not required for discharges of storm water associated with industrial activities if the discharger can certify that a condition of "no exposure" exists at the industrial facility or site. Storm water discharges from construction activities identified in subch. III of NR ch. 216, Wis. Adm. Code, are not eligible for the no exposure exclusion. Obtaining and Maintaining the No Exposure Exclusion This form is used to certify that a condition of "no exposure" exists at the industrial facility or site described herein. This certification must be re -submitted once every five years. The industrial facility operator must maintain a condition of "no exposure" at the facility or site in order for the no exposure exclusion to remain applicable. A facility that has submitted a No Exposure Certification form should routinely inspect the facility to verify that it continues to operate in a condition of "no exposure." If conditions change resulting in the exposure of materials and activities to storm water, the facility operator must obtain coverage under a WPDES storm water permit immediately. Any conditionally exempt discharger who anticipates changes in circumstances shall submit a Notice of Intent form to the Department 14 or more working days prior to the change of circumstances and in accordance with s. NR 216.22, Wis. Adm. Code. Completing the Form You must type or clearly print your answers to all questions. One No Exposure Certification form must be completed for each facility or site for which you are seeking to certify a condition of "no exposure". Please make sure you have addressed all applicable questions and have made a photocopy for your records before sending the completed form to the Department. Additional guidance on no exposure certification can be accessed at US EPA's website: http://cfpub.epa.aov/npdes/stormwater/exposure.cfm or contact the Department Storm Water Program at: 608-267-7694. Provide the legal name of the business that operates the facility or site described in this certification. The operator is the legal entity that controls the facility's operation, rather than the plant or site manager. Provide the name of the person who will be the contact for the operator. Provide the contact information for the operator contact. Provide the mailing address for the operator contact. All correspondence will be sent to this address. 1. Enter the official or legal name of the facility or site, the county, and municipality name. 2. Enter the location address, if no address exists, provide a geographic description. 3. Enter the geographical description of the approximate center of the facility or site in Public Land Survey System (PLSS) format with township, range, section, quarter, and quarter -quarter information. Note: This information can be found on property tax statements, plat maps, Wisconsin Atlas and Gazetteer, and online with Wisconsin DNR Surface Water Data Viewer at: http://dnrmaps.wi.gov/sl/?Viewer=SWDV 4. Enter the Latitude and Longitude in decimal degrees. 5. Enter the total acres of the site associated with industrial activity. 6. Indicate whether the facility is located on Indian Lands. 7. Indicate whether the industrial facility is operated by a department or agency of the Federal Government (see also Section 313 of the Clean Water Act). 8. Indicate whether the facility was previously covered under a WPDES storm water permit. If yes, include the Facility ID Number (FID) and/or FIN. Enter the 4 -digit SIC code which identifies the facility's primary activity and second 4 -digit SIC code identifying the facility's secondary activity, if applicable. SIC codes can be obtained from: https://www.osha.gov/pis/imis/sic_manual.html 9. Indicate whether a formerly exposed, pervious area (i.e., lawn, meadow, dirt or gravel road/parking lot) has been paved or roofed over in order to qualify for no exposure. If yes, indicate approximately how much area was paved or roofed over. 10. Required: attaching photos that are representative of the current outdoor conditions may eliminate the need for an inspection and facilitate a more timely acknowledgment by the Department. Provide the date the photos were taken. No Exposure Certification For Exclusion from WPDES Industrial Storm Water Permitting Form 3400-188 (R 12/14) Page 4 of 4 ExposureSection Ill. Check "Yes" or "No" as appropriate to describe the exposure conditions at your facility. If you answer "Yes" to ANY of the questions in this section, a potential for exposure exists at your site and you cannot certify to a condition of "no exposure". You must obtain coverage under a WPDES storm water permit if you have not already done so. After obtaining permit coverage, you can institute modifications to eliminate the potential for a discharge of storm water exposed to industrial activity, and then certify to a condition of "no exposure." Section IV. Certification & Signature Wisconsin statutes provide severe penalties for submitting false information on this application form. State regulations require this application to be signed in accordance with the signatory requirements of s. NR 216.22 (7), Wis. Adm. Code: 1. For a corporation: a responsible corporate officer including president, secretary, treasurer, vice president, manager, or a duly authorized representative having overall responsibility for the operation covered by this permit 2. For a unit of government: a ranking elected official, or other duly authorized representative 3. For a partnership: a general partner; and for a sole proprietorship: the proprietor 4. For a limited liability company: a manager Address Unless otherwise directed, mail the completed NOI form to the Wisconsin DNR (WDNR) office associated with the county of the facility site location as follows: SOUTH• Columbia Grant Jefferson Dane Green LaFayette Dodge Iowa Richland Rock WDNR South Central Regional Sauk Headquarters 3911 Fish Hatchery Road Fitchburg, WI 53711 608-275-3266 I SOUTHEAST REGION (SER) Kenosha Ozaukee Sheboygan Milwaukee Racine Walworth Washington WDNR Waukesha Service Center Waukesha 141 N.W. Barstow Street, Room 180 Waukesha, WI 53188 262-574-2100 NORTHERN• (NOR) Ashland Douglas Langlade Rusk WDNR Baldwin Service Center Barron Florence Lincoln Sawyer 890 Spruce Street Bayfield Forest Oneida Taylor Baldwin, WI 54002 Burnett Iron Polk Vilas 715-684-2914 ext. 109 Price Washburn NORTHEAST• Brown Green Lake Marquette Outagamie WDNR Northeast Regional Headquarters Calumet Kewaunee Menominee Shawano 2984 Shawano Avenue Door Manitowoc Oconto Waupaca Green Bay, WI 54313-6727 Fond du Lac Marinette Oneida Reservation Waushara 920-662-5100 Winnebago CENTRAL REGIOWEST Adams Crawford La Crosse Portage WDNR Baldwin Service Center Buffalo Dunn Marathon St. Croix 890 Spruce Street Chippewa Eau Claire Monroe Trempealeau Baldwin, WI 54002 Clark Jackson Pepin Vernon 715-684-2914 ext. 109 Juneau Pierce Wood SOUTH• Columbia Grant Jefferson Dane Green LaFayette Dodge Iowa Richland Rock WDNR South Central Regional Sauk Headquarters 3911 Fish Hatchery Road Fitchburg, WI 53711 608-275-3266 I SOUTHEAST REGION (SER) Kenosha Ozaukee Sheboygan Milwaukee Racine Walworth Washington WDNR Waukesha Service Center Waukesha 141 N.W. Barstow Street, Room 180 Waukesha, WI 53188 262-574-2100 m W D J ~ Materials —Receiving f Area a; ater Filtration Pump !ant ` Station Backwash Chlorine Water Contact Holding Basin Tank Washington Avenue (2009 air photo) Brown- . Site Map N o so too 1 � Caldwell ' City Of Oshkosh Feet Water Filtration Plant °a�° grz° — In' SS-If^SS 11tAE BTflE£T mm". AC AS L RI E S PPL BA IN ON A o LIFT PUMP STATION B IN 42'FW S BWR- BACKWASH RECYCLE — In' SS-If^SS 11tAE BTflE£T mm". LOW LIFT PUMP STATION O —30'RW 36^FW— —24" SID �2q, aLL —24'WM2p I z `24"WM- 76> av II �'WM I Ni �.Cjy m3 I %—12'WM— HIGH LIFT O v v PUMP TATION CENTER 30'FW— SOUTH ClEARWELL CLEARWELL NORTH CLEARWELL (0.7 MG) (0.66MG) (1.1 MG) LOW LIFT SO 2T SD II_ AND HIGH LEGEND o LIFT PUMP STATION ,,, --30-RW BWR- BACKWASH RECYCLE O2piE CONTACTOR N0.2 —30"RW 6'TD, TYP 30^ RW BWS- BACKWASH SUPPLY BW W - BACKWASH WASTEWATER MEOM FiLTFn No.� ZED sEo1MENrATroN fiALNTRAM z9 - c �. CCP- CHEM FEED FFLUENCARRIER PIPE FE- FILTER EFFLUENT OOPL MEON 11 �� EEMNENTATION BAfiM TRAINU q II .I 6 FLOW METER VAULT > k FTN- FILTER TO WASTE FW- FINISHED WATER ■�� ET� Ti III a . PDO - PUt RW- RAWWATER ozplE coNrAcroR No.l uuu n�oln 10 6 2 ❑❑❑ SEOIMEMATN]N RASH TRAM iB •11 RM DRA"1'..� SD- STORMDRAN FILTER N0.2 3 � 1i11 $D- TANKAIN TD • TA WATER SEOIMEMATgN BASH TRAM IA ` •III CH2IVIHILL. N TER I WM- WATER MAIN FILTRATION PLANT ONAI L�dA fIITER NO. 1 fLoccunau 6A6 .,�, .- M,y � � DOR O CATCH BASIN Q HYDRANT® OO...... e"IIJM o MANHOLE STORM OUTLET ® VALVE LOW LIFT PUMP STATION O —30'RW 36^FW— —24" SID �2q, aLL —24'WM2p I z `24"WM- 76> av II �'WM I Ni �.Cjy m3 I %—12'WM— HIGH LIFT O v v PUMP TATION CENTER 30'FW— SOUTH ClEARWELL CLEARWELL NORTH CLEARWELL (0.7 MG) (0.66MG) (1.1 MG) LOW LIFT SO 2T SD AND HIGH o LIFT PUMP STATION ,,, --30-RW —30"RW 30^ RW m I o 14'BWR 24 WM— I �. N PLANT FLOW METER VAULT I I w �.�......�.,��Ir ■�� tt WATER FILTRATION PLANT LOW LIFT PUMP STATION O —30'RW 36^FW— —24" SID �2q, aLL —24'WM2p I z `24"WM- 76> av II �'WM I Ni �.Cjy m3 I %—12'WM— HIGH LIFT O v v PUMP TATION CENTER 30'FW— SOUTH ClEARWELL CLEARWELL NORTH CLEARWELL (0.7 MG) (0.66MG) (1.1 MG) LOW LIFT SO 2T SD AND HIGH o LIFT PUMP STATION ,,, --30-RW —30"RW 30^ RW m I o 14'BWR 24 WM— I N PLANT I I SCHEMATIC tt WATER FILTRATION PLANT unNE CRY OF OSHKOSH, WISCONSIN oos�E I O 3 � `v ' ""E�µE�� CH2IVIHILL. City of Oshkosh Water Filtration Plant. WPDES Stormwater No Exposure Documentation Water Filtration Plant: Administrative Wing. M 16/2 MTV Water Filtration Plant: Material Receiving Area (all dry material delivered within confines of building) Site Photos Page 1 City of Oshkosh Water Filtration Plant. WPDES Stormwater No Exposure Documentation i 4 Water Filtration Plant: liquid material receiving (Secondary containment sump. Potential spills are contained in sump and disposed to sanitary system) Site Photos Page 2 Water Filtration Plant: Low/ High Pump Station Department of Public Works' Field Operations Facility Stormwater Pollution Prevention Plan Prepared for City of Oshkosh Oshkosh, WI April, 2017 Public Works' Field Operations Facility Stormwater Pollution Prevention Plan Prepared for City of Oshkosh, Oshkosh, WI April, 2017 Brown-,, Caldwell SWPPP Final Version 04 18 17 City of Oshkosh: Field Operations Facility SWPPP Table of Contents Table of Contents Listof Tables............................................................................................................................................... iv 1. Introduction .......................................................................................................................................1-1 1.1 General Site Description........................................................................................................1-1 1.2 Regulatory Background..........................................................................................................1-1 1.3 Objectives and Scope of Stormwater Pollution Prevention Plan.........................................1-2 1.4 Stormwater Pollution Prevention Responsibility...................................................................1-2 1.5 Plan Availability.......................................................................................................................1-2 1.6 Plan Compliance and Modifications......................................................................................1-2 1.7 Other Plans Incorporated by Reference................................................................................1-2 2. Stormwater Pollution Prevention Team...........................................................................................2-1 2.1 Team Coordinator...................................................................................................................2-1 2.2 Team Members.......................................................................................................................2-2 3. Potential Contamination Sources and Risk Identification..............................................................3-1 3.1 Initial Site Evaluation Summary.............................................................................................3-1 3.2 Stormwater Drainage and Outfalls........................................................................................3-2 3.3 Areas of Potential Stormwater Contamination.....................................................................3-3 3.4 Materials Inventory.................................................................................................................3-3 3.5 Vehicle Inventory .....................................................................................................................3-4 3.6 Historical Leaks and Spills.....................................................................................................3-5 3.7 Non-Stormwater Runoff Discharges......................................................................................3-5 4. Best Management Practices............................................................................................................4-1 4.1 Objective..................................................................................................................................4-1 4.2 Management Measures and Controls...................................................................................4-1 4.2.1 Existing Management Practices..............................................................................4-1 4.2.2 Proposed Management Practices...........................................................................4-2 4.3 Management Practices Implementation...............................................................................4-2 4.4 Prohibited Activities................................................................................................................4-3 4.5 Residual Pollutants Expected to Remain in Stormwater......................................................4-3 5. Inspections and Record Keeping.....................................................................................................5-1 5.1 Quarterly Visual Stormwater Outfall Inspections..................................................................5-1 5.2 Semi -Annual Structural BMP Inspection...............................................................................5-1 5.3 Annual Site Review and Inspection.......................................................................................5-2 5.4 Spill Response and Documentation......................................................................................5-2 5.5 Annual Stormwater Sampling and Testing............................................................................5-3 5.6 SWPPP Updates or Revisions.................................................................................................5-3 5.7 Employee Training Requirements..........................................................................................5-3 Brown,,-- Caldwell iii SWPPP Final Version 04 18 17 City of Oshkosh: Field Operations Facility SWPPP Table of Contents 5.8 Preventive Maintenance........................................................................................................5-3 5.9 Implementation Schedule......................................................................................................5-3 Appendix A: Field Operations Facility Emergency Contact 2017 Rotation List.....................................A-1 Appendix B: Blank Checklists and Forms............................................................................................... B-1 Appendix C: Completed Checklists and Forms........................................................................................0-1 Appendix D: WDNR Fact Sheet Defining Reportable Spills................................................................... D-1 AppendixE: Figures...................................................................................................................................E-1 List of Tables Table 1. Stormwater Pollution Prevention Team....................................................................................2-1 Table 2. Field Operations Facility Area Descriptions..............................................................................3-1 Table 3. Stormwater Outfall Drainage Basins........................................................................................3-2 Table 4. Stormwater Drainage Basins.....................................................................................................3-3 Table 5. Areas of Potential Stormwater Contamination.........................................................................3-3 Table6. Materials Inventory .....................................................................................................................3-4 Table7. Vehicle Inventory ........................................................................................................................3-5 Brown,,-- Caldwell iv SWPPP Final Version 04 18 17 Section 1 Introduction 1.1 General Site Description The City of Oshkosh Field Operations Facility (Facility) is located at 639 Witzel Avenue, Oshkosh, WI 54902. A location map of the facility is found in Figure 1. The main entrance to the site is via Ohio Street, and there are secondary access drives from 3rd Avenue, Idaho Street, and Witzel Avenue. The entire site encompasses approximately 15.6 acres. The Facility is the headquarters for the field operations of the Public Works Department for the City of Oshkosh. The site houses offices and facilities for some public works department staff, vehicle storage, maintenance operations for most municipal vehicles, and materials storage for the public works department and other City departments. Also on the site is a fueling station, road salt storage building, a public yard waste drop off location and a public used oil drop off location. It should be noted that this facility was completely re -built and completion of the final phase was in February, 2016. During the design and re -building process, proper stormwater management was a major consideration. Special attention was given to operations such as materials delivery, vehicle maintenance, fueling area, and stormwater management measures. The re -built site fully complied with the City's and state's stormwater management requirements and guidance. 1.2 Regulatory Background The United States Environmental Protection Agency (USEPA) developed the stormwater regulatory program through the authority of the Clean Water Act amendments of 1987 to reduce discharges of contaminated stormwater associated with urban areas. The National Pollutant Discharge Elimination System (NPDES) program is the USEPA program to regulate discharges of wastewater and stormwater into waters of the United States through the issuance of discharge permits. The rules adopted by the USEPA require permits for stormwater discharges where stormwater runoff may contact contaminants through industrial activity, at construction sites, and from/or in municipalities with separate storm sewer system (MS4) permits. In Wisconsin, the Department of Natural Resources (WDNR) is the permitting authority for the stormwater NPDES program. The primary goal of the stormwater program is to improve the quality of surface waters by reducing stormwater pollution. State stormwater regulations are primarily found in Wisconsin Administrative Code Chapters NR 216 and NR 151. All code references cited in this document refer to the current NR 216 Code, and NR 151 Code. The City of Oshkosh received a Municipal Separate Storm Sewer System Permit (MS4) under NR 216.02(4) in 2007, and the permit was re -issued in 2014. Section 2.6.7 of the MS4 Permit requires "Storm water pollution prevention planning for municipal garages, storage areas and other sources of storm water pollution from municipal facilities." This information must be submitted to the WDNR with the annual report prepared by the City. This document contains the information required for submittal under the MS4 Permit. The document follows the basic format of an industrial facility Stormwater Pollution Prevention Plan (SWPPP) and will be referred to as a "SWPPP" for the Field Operations Facility. Brown— Caldwell 1-1 SWPPP Final Version 04 18 17 City of Oshkosh: Field Operations Facility SWPPP Section 1 1.3 Objectives and Scope of Stormwater Pollution Prevention Plan This SWPPP identifies potential sources of stormwater contamination, and preventive measures that are in place to reduce stormwater pollution. The SWPPP focuses on two major objectives: 1. The identification of site conditions and activities that are potential sources of stormwater pollution. 2. The identification of practices that minimize and control pollutants in stormwater runoff. The scope of this plan includes: 1. Identification of a Facility stormwater contact person, 2. Descriptions and maps showing relevant site features, 3. An inventory of equipment used or stored at the facility, 4. A description of materials exposed to stormwater that may contribute to pollution, 5. A description of current and proposed Best Management Practices (BMPs), 6. Implementation schedule for BMPs, 7. A list of spills and leaks over the last 3 years, 8. Employee training requirements, 9. A description of site compliance and monitoring, and 10. Recordkeeping and internal reporting requirements. 1.4 Stormwater Pollution Prevention Responsibility The persons listed on Table 1 are responsible for the stormwater management at the Field Operations Facility (Facility), including future revisions to the SWPPP. 1.5 Plan Availability A copy of this SWPPP will be maintained at the Facility at all times and a second copy of this plan will be on file at the Oshkosh Engineering Division office at 215 Church Avenue, Oshkosh, WI. Copies will be made available to WDNR representatives at their request. 1.6 Plan Compliance and Modifications This SWPPP will be updated and amended whenever there is a change in design, construction, operation, or maintenance of the Facility that may impact the potential for pollutants to be discharged through stormwater. This SWPPP also should be revised in accordance with the findings and recommendations from the annual site review and inspection. In addition, if this SWPPP is found to be ineffective in controlling the discharge of pollutants, the SWPPP should be amended to correct the identified deficiencies. 1.7 Other Plans Incorporated by Reference Certain other environmental management plans may contain provisions for managing stormwater. In some cases, it may be possible to build on elements of these plans that are relevant to stormwater pollution prevention. In this case, the Facility does not currently have any other environmental management plans specific to the site. The City does have a city-wide stormwater management plan (updated in 2014) which provides stormwater pollution control guidance on a larger scale for the City. Brown— Caldwell 1-2 SWPPP Final Version 04 18 17 Section 2 Stormwater Pollution Prevention Team The stormwater pollution prevention team consists of a team coordinator and team members who are assigned various responsibilities for implementing the SWPPP. Implementation of this SWPPP includes: 1. Ongoing assessment of potential sources of contamination and associated BMPs, 2. Response to spill events, if any, 3. Employee training, and 4. The annual plan evaluation. The current team roster is provided in Table 1. Each member has specific responsibilities in maintaining and implementing the SWPPP. Individuals may have more than one responsibility. Table 1. Stormwater Pollution Prevention Team Responsibility Name Phone Number Team Coordinator Kevin Uhen; Field Operations Manager 920-232-5380 Primary Emergency Contact (M -F 7:OOam - Kevin Uhen; Field Operations Manager 920-232-5380 3:OOpm) Secondary Emergency Contact (M -F 7:OOam - Travis Hildebrandt; Mechanics Manager Office: 920-232-5380 3:OOpm) Cell: 920-379-3506 On-call Supervisor- Rotating Schedule Emergency Calls - after hours (24 hours) 920-379-3508 (SeeAppendixA) Coordination with Engineering Division and John Ferris; Civil Engineering Supervisor 920-236-5065 City-wide stormwater program 2.1 Team Coordinator The stormwater pollution prevention coordinator has the ongoing responsibility for implementation of this SWPPP. Specifically, this includes: 1. Implementation of inspection schedules, 2. Records preservation, 3. Coordinating responses to spill emergencies, 4. Employee training, and 5. Annual updates to the SWPPP, if required. The team coordinator serves as a point of contact for facility personnel and for those outside the facility (such as regulatory officials) who may wish to discuss aspects of the SWPPP or to obtain other information. The coordinator oversees the re-evaluation and modification of this document annually and following a major spill event. These modifications may include: Brown— Caldwetl 2-1 SWPPP Final Version 04 18 17 City of Oshkosh: Field Operations Facility SWPPP Section 2 1. Relocation or alteration of material storage or handling areas, 2. Best management practice revisions (structural or non-structural), 3. Altering drainage patterns, 4. Addition of structural control measures, or 5. Documentation of significant leaks or spill events. The coordinator must be familiar with all phases of facility operation to evaluate potential sources of pollution during implementation and periodic reevaluation of this document. 2.2 Team Members At the direction of the Team Coordinator, members of the team have the responsibility for: • Conducting inspections, • Implementing and maintaining BMPs, • Conducting annual employee training and new employee training, and • Responding to spill events, if any. Team members will meet with the coordinator annually and following spill events to re-evaluate and modify the SWPPP as needed. If individual team members must be replaced, equally qualified personnel will be assigned by the team coordinator to assume the previous members' responsibilities. If this cannot be accomplished immediately, the current team members will be assigned to those responsibilities during the interim. Brawn— Caldwell 2-2 SWPPP Final Version 04 18 17 Section 3 Potential Contamination Sources and Risk Identification 3.1 Initial Site Evaluation Summary The site evaluation includes an assessment of potential pollutant sources to determine areas, activities, and materials that may contribute pollutants to stormwater runoff. The evaluation determines the necessity for BMPs and helps guide the selection of the most appropriate BMPs to prevent or control pollutants from these areas, activities, and materials. Brown and Caldwell conducted site evaluations on August 9, 2016 and January 12, 2017. The Facility site contains the following buildings: • Main Building (also called "Building 1" in this plan • Cold Storage, • Salt Storage Shed, • Covered Bin Storage #1 • Covered Bin Storage #2 Also on the site are outdoor material storage areas, parking areas, public yard waste dropoff, public oil recycling, and a municipal vehicle fueling area. These features are shown on Figure 2 and described more fully in Table 2. For purposes of this plan the Main Building has been divided into several functional areas to more accurately represent the activities occurring, the locations of these activities within the building, and the roof drainage discharge points. The activities conducted at each of these areas are listed below in Table 2. The locations of buildings and areas listed on Table 2 is shown on Figure 2. Brown— Caldwetl 3-1 SWPPP Final Version 04 18 17 Table 2. Field Operations Facility Area Descriptions Map ID # (Figure 2) Area Name Description Area (sq. ft.) Floor Drains 1 Administrative Offices Administrative Offices, Lockers, Training for staff 8,200 Yes 2 Maintenance Facilities Repair Bays & Weld Shop used to perform maintenance of municipal vehicles (major & minor repairs) 11,625 Yes 3 Garage Parking for Streets and Sanitation Department Vehicles 97,700 Yes 4 Department Shops Storage and work areas forvarious tasks 11,500 Yes 5 Oil Room Oil & Paint Storage 288 Yes 6 Vehicle Wash Area Wash station for streets and sanitation department vehicles 4,633 Yes 7 Saltshed Storage for road salt and liquid de-icer (salt brine) 5,700 No 8 Cold Storage Building Miscellaneous equipment. Paver, rollers, compressors, pumps, flat-bed trailer, construction materials. 20,980 Yes 9 Covered Bin Storage #1 Storage of plow blades 5,000 N/A 10 Fueling Station Vehicle fueling for all City vehicles except buses, covered by awning 1,860 N/A 11 Water Utility Storage Storage of drinking water distribution materials (ductile iron pipe, valves, fire hydrants, cold patch, bedding stone) 16,655 N/A Brown— Caldwetl 3-1 SWPPP Final Version 04 18 17 City of Oshkosh: Field Operations Facility SWPPP Table 2 Continued Q + i— '�! *All floor drains within buildings are connected to the sanitary sewer system. 3.2 Stormwater Drainage and Outfalls The Facility covers approximately 15.6 acres. The site has six storm sewer outfalls. The outfalls, and the watershed to each outfall, are identified on Figure 3. Table 3 summarizes the drainage area characteristics of each of outfall. Outfall ID. Watershed Area (acres) 0.60 Table 2. Field Operations Facility Area Descriptions Contributory Drainage Areas BLDG 1F, Area 3 Outfall A Map ID # Area Name Description Area Floor (Figure 2) 2.14 69% (sq. ft.) Drains 12 Storm & Sanitary Storage of materials for storm and sanitary sewer manholes and inlets 12,425 N/A 98% Structure Storage (castings, grates, concrete riser sections) 13 Miscellaneous Storage Storage for miscellaneous materials, seasonally dependent (examples 27,030 N/A Area include Christmas trees, dumpsters, chippers) 14 Covered Bin Storage #2 Bins covered by roof for storage of miscellaneous materials such as; 3,350 N/A rocks, gravel, topsoil, cold mix 15 Public Yard Waste Drop- Public drop-off area for yard waste (grass clippings, brush, etc.) 31,130 N/A Off 16 Public Waste Oil Drop- Two 175 gallon waste oil tanks. Each within concrete secondary 385 N/A off containment. Both tanks under roof. 17 Scrap Metal Dumpsters Dumpsters for disposal for scrap metal waste generated by Public Works 1,860 N/A Department (no public access) 18 Employee & Visitor Employee & visitor vehicle parking 33,450 N/A Parking *All floor drains within buildings are connected to the sanitary sewer system. 3.2 Stormwater Drainage and Outfalls The Facility covers approximately 15.6 acres. The site has six storm sewer outfalls. The outfalls, and the watershed to each outfall, are identified on Figure 3. Table 3 summarizes the drainage area characteristics of each of outfall. Outfall ID. Watershed Area (acres) 0.60 Percent Impervious Contributory Drainage Areas BLDG 1F, Area 3 Outfall A 48% Outfall B 3.00 70% Area 1-2 Outfall C 2.14 69% BLDG 1D, 1E, Area 4 Outfall D Outfall E 2.43 2.19 4.20 100% BLDG 1A, 1B, 1C, 1G Area 5, 10, 11 100% Outfall F 98% BLDG 2, Area 5, 6, 7, 8, 9, 12 Direct Offsite 1.04 7% Offsite Areas 1, 2, 3 Total Site 15.60 81% The site has been further sub -divided into 16 drainage areas. The drainage areas, along with general flow direction and discharge points are shown on Figure 3. Attributes of each drainage area and the structural stormwater treatment provided are summarized in Table 4. All runoff leavingthe site enters City of Oshkosh storm sewers, and ultimately discharges to the Fox River via two storm sewers with outfalls near the Ohio Street bridge. Brown— Caldwell 3-2 SWPPP Final Version 04 18 17 City of Oshkosh: Field Operations Facility SWPPP Section 3 3.3 Areas of Potential Stormwater Contamination Based on conversations with City staff and site inspections of the facility, the highest potential sources of stormwater pollution are listed in Table 5. The location of each area can be seen on Figure 2. Recommendations for each of these identified areas are provided in Section 4 of this document. Table 4. Stormwater Drainage Basins Percent Impervious Structural BMP Conveyance Type Basin ID. Area (acres) AREA 1-2 3.00 70% Grass Swale & Biofilter Storm Sewer AREA 0.49 38% Biofilter Storm Sewer AREA 4 1.44 54% Biofilter Storm Sewer AREA 5 2.85 100% Underground Detention Storm Sewer AREA 6 0.30 100% Inlet with Sump Storm Sewer AREA 7 0.13 100% Inletwith Sump Storm Sewer AREA 8 0.12 100% Inletwith Sump Storm Sewer AREA 9 0.20 100% Inletwith Sump Storm Sewer AREA 10 0.85 100% None Storm Sewer AREA 11 1.34 100% None Storm Sewer AREA 12 0.12 42% Inlet with Sump Storm Sewer BLDG 1A, 113, 1C, 1D, 1E, 1F, 1G 3.24 100% None Storm Sewer BLDG 2 0.48 100% None Storm Sewer OFFSITE AREAS 1.04 7% None Overland Flow Total Site 15.60 81% 3.3 Areas of Potential Stormwater Contamination Based on conversations with City staff and site inspections of the facility, the highest potential sources of stormwater pollution are listed in Table 5. The location of each area can be seen on Figure 2. Recommendations for each of these identified areas are provided in Section 4 of this document. 3.4 Materials Inventory Materials that are present at this facility with potential to contribute to stormwater pollution are itemized in Table 6. The table includes a material description, use, location, approximate quantity of material stored, containment methods, and likelihood of exposure to stormwater. Figure 2 shows the location of the material on the site. Brown— Caldwetl 3-3 SWPPP Final Version 04 18 17 Table 5. Areas of Potential Stormwater Contamination Map ID Potential Outfall Area Problem Description # Pollutants Locations 7 Saltshed Salt & brine are enclosed in building - potential for Salt/ Liquid de-icer Outfall F contamination duringtruck loading 10 Fueling area Outdoor fuel pumps covered by awning; limited potential for spills Diesel fuel and Outfall F to be exposed to runoff and carried into storm sewer gasoline 11, 12, Outdoor Equipment and materials stored outdoors are exposed to rain - Various Outfall E 13 storage areas any pollutants attached to materials may be carried by runoff 3.4 Materials Inventory Materials that are present at this facility with potential to contribute to stormwater pollution are itemized in Table 6. The table includes a material description, use, location, approximate quantity of material stored, containment methods, and likelihood of exposure to stormwater. Figure 2 shows the location of the material on the site. Brown— Caldwetl 3-3 SWPPP Final Version 04 18 17 City of Oshkosh: Field Operations Facility SWPPP Section 3 3.5 Vehicle Inventory Vehicles and equipment stored and serviced at this facility with potential to contribute to stormwater pollution are itemized in Table 7. All vehicles are stored inside the main building (Building 1 on Figure 3). Brown— Caldwell 3-4 SWPPP Final Version 04 18 17 Table 6. Materials Inventory Material Map ID# (Fig. 2) and Approximate Containment Likelihood of Exposure to Material Use Description Location Quantity Methods Stormwater Salt De-icing roads 7 Salt Shed 4,000 Tons Stored inside Most likely in winter months, dome when loadingtrucks Liquid De-icers De-icing roads 7 Salt Shed 10,000 Gal. Closed storage Most likely in winter months, containers when loadingtrucks Underground Minimal - During fueling and Diesel Fuel Fuel for city vehicles 10 Fueling Area 20,000 Gal. storage tank tank emptying, Area covered by awning Unleaded Underground Minimal - During fueling and Gasoline Fuel for city vehicles 10 Fueling Area 20,000 Gal. storage tank tank emptying, Area covered by Awning Municipal Vehicle / 5 Oil Room Waste Oil Equipment (within Main Building) 600 Gal. Storage tank Minimal - Duringtank emptying maintenance 16 Shed Minimal - 2 tanks under roof Waste Oil Public Drop-off 350 Gal. Storagetank and within secondary (east of 3rd Ave. entrance) containment. Vehicle/ Equipment 5 Oil Room Bulk Oil 825 Gal. Stored inside Minimal -stored inside maintenance (within Main Building) Transmission Vehicle/ Equipment 5 Oil Room Fluid maintenance (within Main Building) 275 Gal. Stored inside Minimal -stored inside Vehicle/ Equipment 5 Oil Room Anti -freeze 275 Gal. Stored inside Minimal -stored inside maintenance (within Main Building) Vehicle/ Equipment 5 Oil Room Hydraulic Oil 550 Gal. Stored inside Minimal -stored inside maintenance (within Main Building) Auto Wash 6 Vehicle Wash 1-3 55 Gal Soap Vehicle Washing (within Main Building) 55 -165 Gal Drums Minimal -stored inside Cold Mix Pavement Patching 11 Water Utility Storage 155 tons 3 -sided bin Potential- stored in bins, no Asphalt roof Stone Pipe Bedding 11 Water Utility Storage 90 tons 3 -sided bin Potential - stored in bins, no roof Cold Mix Pavement Patching 14 Covered Bin Storage 5 10 cu . yds. Bin/Roof Minimal - stored in bin under Asphalt #2 roof Topsoil Restoration of Grass 14 Covered Bin Storage 5 -10 cu. yds. Bin/Roof Minimal - stored in bin under Areas #2 roof Stone Pipe Bedding 14 Covered Bin Storage 5 - 20 cu. yds. Bin/Roof Minimal - stored in bin under #2 roof Asphalt Road Shoulder 14 Covered Bin Storage 5 10 cu. yds. Bin/Roof Minimal - stored in bin under Millings Repair #2 roof 3.5 Vehicle Inventory Vehicles and equipment stored and serviced at this facility with potential to contribute to stormwater pollution are itemized in Table 7. All vehicles are stored inside the main building (Building 1 on Figure 3). Brown— Caldwell 3-4 SWPPP Final Version 04 18 17 City of Oshkosh: Field Operations Facility SWPPP * 1 Elgin Pelican mechanical; 4 Elgin Whirlwind vacuum 3.6 Historical Leaks and Spills Section 3 Based on information provided by City of Oshkosh, no reportable leaks or spills have occurred at the facility within the last three years. From inspection during the site visit, no evidence was found of any leaks or spills discharging off-site. 3.7 Non-Stormwater Runoff Discharges There are no known non-stormwater runoff discharges at the site. Brown— Caldwell 3-5 SWPPP Final Version 04 18 17 Table 7. Vehicle Inventory Vehicle/Equipment Type Number of Pieces Vehicle/Equipment Type Number of Pieces Brush Cutter 4 Pickup truck 15 Rotary Mower 3 Platform truck 4 Backhoe - wheeled 1 Pressure washer 2 Backhoe - tracked 2 Pump 7 Vacuum truck 3 Rear boom mower 1 Cement mixer 1 Recycling truck 4 Compressor 5 Refuse truck 9 Concrete hand saw 4 Roller 3 Concrete saw - walk behind 2 Rotary snowblower 2 Crack sealer 1 Semi -tractor 2 Dump truck - single axle 3 Snowthrower 1 Dump truck - tandem axle 14 Street Sweepers * 5 Forklift 1 Tamper 2 Generator 3 Tractor 2 Grader 3 Trailer 17 Loader - skidsteer 2 Wood Chipper 2 Loader - wheeled 6 Area Truck Salters 7 Mower 5 Multi-purpose Tractor 2 * 1 Elgin Pelican mechanical; 4 Elgin Whirlwind vacuum 3.6 Historical Leaks and Spills Section 3 Based on information provided by City of Oshkosh, no reportable leaks or spills have occurred at the facility within the last three years. From inspection during the site visit, no evidence was found of any leaks or spills discharging off-site. 3.7 Non-Stormwater Runoff Discharges There are no known non-stormwater runoff discharges at the site. Brown— Caldwell 3-5 SWPPP Final Version 04 18 17 Section 4 Best Management Practices 4.1 Objective This section describes structural and non-structural Best Management Practices (BMPs) at the Facility. The primary objective of the BMPs is to prevent stormwater from coming into contact with source materials and/or to treat stormwater pollution before discharging from the site. Wherever possible, sources will be removed or covered to eliminate stormwater contamination. This section includes measures and controls taken to promote good housekeeping, runoff management, and preventive maintenance. Spill prevention techniques, inspections, employee training, and record keeping are addressed in Section 5 of this SWPPP. 4.2 Management Measures and Controls Activities and materials present at the Facility that may impact stormwater quality are discussed in Section 3.3. Source control is the most effective way to reduce pollutants in stormwater. Measures such as removing unnecessary materials, storing materials inside, and establishing a delivery schedule that minimizes on site storage have been implemented wherever possible. A summary of existing and proposed control measures follows. 4.2.1 Existing Management Practices Existing Stormwater Management Practices that exist at the Facility and will be maintained to perform their intended function include: Structural Measures: E1. There are three biofilters on the site. The three biofilters treat runoff from approximately 4.93 acres. The biofilters will be maintained and inspected for proper function as described in Section 5.2 of this document. E2. There is an underground detention basin that treats approximately 2.85 acres of the site. The basins will be maintained and inspected for proper function as described in Section 5.2 of this document E3. There are four inlets with 18" sumps located along Idaho Street that receive direct runoff from Drainage Basins 6,7,8,9, and 12. These inlets also receive indirect runoff (via a storm sewer) from Building 2 (Cold Storage) and portions of Drainage Basin 5. The inlets will be maintained and inspected for proper function as described in Section 5.2 of this document Non Structural Measures: E4. General Site Housekeeping: Keep the outdoor storage areas in an orderly condition. Continually practice good housekeeping measures such as; removing un -used equipment, disposing of empty barrels, regularly emptying dumpsters, covering outdoor bulk storage areas, prompt clean-up of spills, and cleaning of equipment and materials prior to outdoor storage. E5. Salt Shed Area: During truck loading operations, spilled salt is removed daily and either placed back inside the dome (if dry) or used elsewhere on the facility when needed. Salt is picked up with brooms, shovels and/or front-end loader. Spilled salt is not washed away. Brawn -o Caldwell 4-1 SWPPP Final Version 04 18 17 City of Oshkosh: Field Operations Facility SWPPP Section 4 E6. Nearly all material delivered to the facility is unloaded inside Building 1 or Building 2. Outside loading docks are not utilized at the site. E7. Oil and other maintenance fluids are delivered to the site via a pump system. The couplings for the delivery system are within a covered box. Sorbent pads are kept within the box to collect minor drips or spills that occur during delivery. E8. All city -owned vehicles on the site are stored inside, eliminating the risk that leaks or contaminants will be exposed to rainfall. All floor drains in vehicle storage areas are connected to the sanitary system. E9. Cleaning solvents, oils, lubricants, paint, gas cans, and similar fluids are stored inside Building 1. All floor drains are connected to a sanitary system. E10. The amount of hazardous liquids and materials kept on -hand are minimized. Products are ordered on an "as needed" basis. E11. Hazardous liquids and materials that are ready for disposal are kept in sealed containers inside Building 1, which contains the materials, and eliminates contact with stormwater. E12. The diesel fuel and gasoline tanks are located underground within containment structures, eliminating leaks and exposure to storm water. E13. The vehicle fueling station is covered by an awning reducing the likelihood of leaks or spills being exposed to storm water. There is also an emergency shut off located at the fence along Idaho Street. E14. There is a spill containment kit located at the vehicle fueling area. E15. Vehicles and equipment are kept in good working order to minimize leaks. All vehicle maintenance, including washing, occurs within Building 1 E16. All floor drains in the Main Building and Cold Storage are connected to sanitary sewers. There are no floor drains in any other building. E17. Oil dry absorbent material is supplied inside at repair areas, and vehicle parking areas where leaks and spills might occur. Used oil dry material is swept up and disposed of in dumpster. 4.2.2 Proposed Management Practices Implementation of the following additional BMPs is recommended to further prevent stormwater contamination: P1. Continue maintaining existing structural and non-structural management practices listed above. P2. Fueling Area: The existing spill control station only contains oil -dry material. The station will have a rubber mat and oil booms included to prevent spilled fuel from entering adjacent storm inlets. P3. Training: Implement an employee training program (Refer to Section 5.7). P4. Inspections: Conduct routine inspections and record findings as described in Section 5. 4.3 Management Practices Implementation The existing and proposed structural and non-structural BMPs will continue to be followed and maintained. If future changes in site activities require the implementation of additional BMPs, this Plan will be modified accordingly and the BMPs will be implemented in a timely manner. The Brown— Caldwell 4-2 SWPPP Final Version 04 18 17 City of Oshkosh: Field Operations Facility SWPPP Section 4 proposed management practices identified above will be implemented based on the schedule presented in Section 5.9. 4.4 Prohibited Activities The following are activities that are currently prohibited at the site: • Cleaning spills using techniques such as flushing with water is prohibited. Instead, spills should be cleaned up by using absorbent material or sweeping. • Fueling area is restricted for use by authorized governmental employees only. • Washing of vehicles or equipment outside of designated wash bays. • Storing unused equipment, barrels, product containers, batteries, fuel cans, etc. in uncovered, outside locations. 4.5 Residual Pollutants Expected to Remain in Stormwater Based on current operations at the subject site and the anticipated implementation of the BMPs, low concentrations of residual pollutants that are expected to remain in stormwater include: • Oil and grease from employee/visitor parking areas and vehicle fueling area, • Total suspended solids (TSS) and salt from the salt shed area, and • TSS from outdoor material storage Implementation of this SWPPP and the BMPs is believed to be adequate to minimize the residual pollutants in the facility's stormwater runoff. Brown— Caldwetl 4-3 SWPPP Final Version 04 18 17 Section 5 Inspections and Record Keeping Inspections, as described in this section, should be conducted and documented to ensure that the provisions of this SWPPP are being followed and to identify areas needing improvement. Deficiencies revealed during inspection procedures that require further action, such as purchasing or replacing equipment, should be communicated to the SWPPP team coordinator. Blank forms are in Appendix B and completed forms may be placed in Appendix C. Inspection records should be retained for a period of at least 5 years. 5.1 Quarterly Visual Stormwater Outfall Inspections The storm sewer outfalls at the site should be inspected at least once every three months. Whenever possible, the inspections should be conducted at the beginning of a rainfall event. The storm sewer outfalls should be inspected at the manhole nearest the property boundary. All observations should be made from the surface. NO MANHOLE ENTRY SHOULD BE ATTEMPTED. The stormwater surface flow paths over the impervious surfaces should also be inspected during quarterly visual stormwater inspections. Each inspection must be documented (see Appendix B for forms) and include observations of color, odor, clarity, floating solids, trash, foam, oil sheen, or other obvious indicators of stormwater pollution. Staining of surface flow paths should also be noted and source control management measures implemented. If the quarterly inspections are conducted during a non -runoff period, there should be no flow observed at the inspection point. (NOTE: All site outfalls are at an elevation lower than the Lake Winnebago summer target maximum water level. This means that standing backwater from the lake may be observed at the outfalls, however there should be no movement of water from the Field Operations site into the manholes). If flow is observed, the source of the water should be determined and removed if necessary. An example of acceptable dry -weather flow would be groundwater discharge. During the quarterly inspections, the drainage areas should also be checked for material exposed to stormwater that should be removed, or stored under shelter. 5.2 Semi -Annual Structural BMP Inspection At a minimum the structural BMPs should be visually inspected in May and September of each year as follows: Biofilters and Grass Swale: Visually inspect for: • Ponded water after end of rain events for more than 24 hours • Rills, gullies, or other signs of erosion around the sloped perimeter of the practice. • Weeds/ invasive vegetation within the Biofilters. • Shifting, cracked or displaced structures (outlets, cleanouts, etc.) • Debris / trash collected in the biofilters or blocking the overflow outlet(s) Brown— Caldwell 5-1 SWPPP Final Version 04 18 17 City of Oshkosh: Field Operations Facility SWPPP Under round Detention: Document and visually inspect (through surface manholes) for: • Buildup of sediment in the sumps (sediment depth may be estimated with a metal or wooden rod). • From the surface access points inspect odor, floating solids, trash, foam, oil sheen. • If sediment depth exceeds 50% of the standing water depth (standing water depth from CMP bottom is 3.0') the sediment should be removed. • At a minimum floating trash should be removed on an annual basis. • NO MANHOLE ENTRY SHOULD BE ATTEMPTED. Storm Inlets (along Idaho Street): Document and visually inspect (through surface manholes) for: • Buildup of sediment in the sumps (sediment depth may be estimated with a metal or wooden rod). • If sediment depth exceeds 50% of the standing water depth (standing water depth from CMP bottom is 15) the sediment should be removed. (Note: The City annually cleans all inlet sumps. Sediment buildup exceeding 50% of standing water depth is not anticipated, however extreme rain patterns could result in the need for more frequent sediment removal on occasion.) • From the surface inspect odor, floating solids, trash, foam, oil sheen. • NO ENTRY SHOULD BE ATTEMPTED. 5.3 Annual Site Review and Inspection A comprehensive annual site compliance review and inspection of the facility and property should be performed. The Annual Review should be conducted by the team identified in Table 1 plus the Director of Public Works. This inspection will be used to verify that the site drainage conditions and potential pollutant sources identified in the SWPPP remain accurate and that the BMPs prescribed in the SWPPP are being implemented and functional. The findings from the annual inspection should be documented. An annual inspection checklist is included in Appendix B. Based on the findings from these inspections, this document may be revised. 5.4 Spill Response and Documentation Should a spill occur on the property that could be exposed to stormwater, the spill must be cleaned up immediately. If the spill is reportable, it must be reported to the City of Oshkosh illicit discharge coordinator (John Ferris, Civil Engineering Supervisor, 920-236-5065), the WDNR (1-800-943-0003), and the Oshkosh Fire Department (920-236-5240). A record should be kept of all spills and should include the following: • Date and time of the incident • Substance spilled • Volume spilled • Weather conditions • Duration of the incident • Cause of the incident • Response procedures • Parties notified • Amount of spilled material recovered and recovery method Brown— Caldwell 5-2 SWPPP Final Version 04 18 17 City of Oshkosh: Field Operations Facility SWPPP A spill documentation form is included in Appendix B and can be used to record the pertinent data if a spill occurs. A brief WDNR fact sheet providing definition for a reportable spill is included in Appendix D. 5.5 Annual Stormwater Sampling and Testing The City of Oshkosh is not required to perform physical, chemical, or biological analysis of stormwater at this facility. 5.6 SWPPP Updates or Revisions The City of Oshkosh must amend this SWPPP whenever there is a change in the pollution prevention team personnel, design, construction, or operation that may impact the potential for pollutants to come into contact with stormwater; or if the SWPPP proves to be ineffective in controlling the discharge of pollutants. 5.7 Employee Training Requirements To effectively implement this document, employees must be adequately trained. The goal of training programs is to teach personnel the components and goals of the Pollution Prevention Plan. Properly trained personnel can recognize situations that could contaminate stormwater and can respond safely and effectively to an accident. The employee -training program should cover topics such as: • Spill prevention and response • Good housekeeping • Material management practices All new employees will be trained upon hiring. All employees will receive refresher training once every two years. Training effectiveness should be evaluated to ensure information has been effectively communicated. Arrangements for the employee training should be made by the Field Operations Manager. An employee training record is included in Appendix B. 5.8 Preventive Maintenance Any regularly scheduled maintenance required of elements of the stormwater management system should be performed as is recommended by operation and maintenance plans for those stormwater management aspects. 5.9 Implementation Schedule The aspects of this SWPPP will be implemented using the following schedule. 1. Completion of SWPPP: April, 2017 2. Implementation of Site Inspections: Spring 2017 3. Implementation of Proposed Best Management Practices: Spring/Summer 2017 P1. Continue maintaining existing structural and non-structural practices - Ongoing P2. Fueling Area - add recommended equipment by Summer 2017 P3. Training - Ongoing P4. Inspections - Initiate inspection schedule Spring, 2017 Brown— Caldwetl 5-3 SWPPP Final Version 04 18 17 City of Oshkosh: Field Operations Facility SWPPP Appendix A: Field Operations Facility Emergency Contact 2017 Rotation List Brawn— Caldwell A-1 SWPPP Final Version 04 18 17 Jan 9_Thru Jan 15. 2017 Tr�) i l, -- Jan 16 Thru Jan 22 i'Y Frei! Jan 23 Thru Jan 29 Kevin Jan 30 Thru Feb 5 Bob Feb 6 Thru Feb 12 Todd Feb 13 Thru Feb 19 Feb 20 Thru Feb 26 Andy Feb 27 Thru Mar 5 Kevin Mar 6 Thru Mar 12 Bob Mar 13 Thru Mar 19 Todd Mar 20 Thru Mai' 26 Mar 27 Thru April 2 April 3 thru IA rp it 9 Devin f3pjji 10 _..T,.h_it1...AqEd__' 2 Bob April 17 Thru April 23 Todd Rotation List Phone 4 379-350£ April 24 Thru April 30 May 1 Thru May 7 May 8 Thru May 14 Kevin Ma 15 Thru Ma 21 Todd 1. V May 30 Thru June 4 Bob June 5 Thru June 11 Andy June 12 Thru June 18 Kevin June 19 Thru June 25 Todd June 26 °Th[U ,duly 2 ,M 3TVatJolvs) Bob July 10 Thru July 16 Ftp-�r1gt July '17 Thru July 23 Devin July 24 Thru July 30 Todd July 31 Thru August 6 Aug_ 7_Thru _August 13 Bob Aug14 Thru Au 20 f�i'kr$ti Aug 21 Thru Aug 27 Kevin t.it R�3 'If-I)f i � ti 4 Todd Sept_5 Thru Sept 10 Sob Sept 1.1_Thru Sept 17 Sept 18 Thru _Sept 24 Andy Sept _25_Thru Oct 1 Kevin Oct 2 Thru Oct 8 o(I(A Oct -9 Thru Oct 16 chi Oct 16 Thru Oct 22 ,ED'S Oct 23 Thru Oct 29 Li. q tl y Oct 30 Thru Nov 5 Kevin Nov 6 thru Nov 12 Todd Nov 13 Thru Nov 19 8ol:) Revised '11/22/2016 M v.,90 .'I"hru Nov 26 Nov 27ThruDec 3 Dec 4 Thru Dec 10 Kevin Dec 10 Thru Dec 17 To,d<1 i `i TIt s 0 e,(..2 6 Rob A,{10y Jan 2 Thru Jan 7 20,18 Jan 8 Thru Jan 14 Kevin City of Oshkosh: Field Operations Facility SWPPP Appendix B: Blank Checklists and Forms Brawn— Caldwell B-1 SWPPP Final Version 04 18 17 City of Oshkosh: Field Operations Facility SW PPP QUARTERLY VISUAL STORMWATER INSPECTION Instructions: Quarterly inspections are conducted to document SWPPP is followed, and to identify areas of improvement. Follow the schedule and procedure described in Section 5.1. Completed forms should be placed in Appendix B, and kept for at least 5 years. Date/Time: Inspector(s): Weather: (current and date/time end of last rain) INSPECTION TASKS Outfall A Outfall B Outfall C Outfall D Outfall E Outfall F & OBSERVATIONS (BLDG 1F, Area 3) (Area 1-2) (BLDG 1D, 1E, Area 4 (BLDG 1A, 1139 1C9 (Area 5, 10, 11) (BLDG 2, Area 5, 69 1G) 79 89 99 12) At Outfall: Signs of oil sheen, foam, sludge, odor, trash, etc.? Is there flow? (Y/N): Drainage Area: Signs of contaminants at storage locations, litter or trash on ground? Presence of equipment, containers, etc. Drainage Area surface flow paths: Any staining, waste or bulk storage in flow path? Other observations? Brown Aho Caldwell P:AOshkosh City of\160204 Oshkosh Field OpsSWPPP\SWPPP\Final DeliverableV01 Qtrly Visual Insp Field Ops Final.doe City of Oshkosh: Field Operations Facility SWPPP SEMI-ANNUAL STRUCTURAL BMP INSPECTION Instructions: Semi-annual inspections are conducted to document that structural BMPs are functional property and providing the stormwater quality treatment as designed. Completed forms should be placed in Appendix C, and kept for at least 5 years. These forms shall be reviewed at the annual Site Inspection and Review Meeting. Date/Time: Inspector(s): Weather: (current and date/time end of last rain) Biofilter 1-2 (note and comment on any of the following observations) Condition Notes / Comments 1. Side slope vegetated cover 2.Side slopes gullies/rills 3.Infiltration bed vegetation condition 4.Trash / debris 5.Outlet structure condition (1) 6.Clean-outs condition (1) 7.Water ponding > 24 hrs. 8.Other Comments (1) Look for structural cracks, shifting or soil sunk around base. Also look inside structures for standing water, oil sheen, debris, odors. Biofilter 3 (note and comment on any of the following observations) Condition Notes / Comments 1. Side slope vegetated cover 2.Side slopes gullies/rills 3.Infiltration bed vegetation condition 4.Trash / debris 5.Outlet structure condition (1) 6.Clean-outs condition (1) 7.Water ponding > 24 hrs. 8.Other Comments (1) Look for structural cracks, shifting or soil sunk around base. Also look inside structures for standing water, oil sheen, debris, odors. Brown -D Caldwell P:\Oshkosh City of\150204 Oshkosh Field Ops SWPPP\SWPPP\Final Deliverable\02 Sturctural BMP Inspection Form.doc Page 1 City of Oshkosh: Field Operations Facility SWPPP SEMI-ANNUAL STRUCTURAL BMP INSPECTION Biofilter 4 (note and comment on any of the following observations) Condition Notes / Comments 1. Side slope vegetated cover 2.Side slopes gullies/rills 3.Infiltration bed vegetation condition 4.Trash / debris 5.Outlet structure condition (1) 6.Clean-outs condition (1) 7.Water ponding > 24 hrs. 8.Other Comments (1) Look for structural cracks, shifting or soil sunk around base. Also look inside structures for standing water, oil sheen, debris, odors. Grass Swale (note and comment on any of the following observations) Condition Notes / Comments 1.Vegetated cover 2. Gullies/rills 3.Trash / debris 4.Outlet structure condition (1) 5.Water ponding > 24 hrs. 6.Other Comments (1) Look for structural cracks, shifting or soil sunk around base. Also look for standing water, oil sheen, debris, odors. Underground Treatment Structure (note and comment on any of the following observations) Condition Notes / Comments 1.Surface slumping in pavement at location 2.Observe at each riser and outlet manholes • Odor, oil sheen, floating trash • Measure standing water depth • Measure sediment depth 3. Record date of sediment removal. 4.Other Comments * NOTE: DO NOT ENTER MANHOLES — OBSERVE FROM SURFACE Brown Caldwell P:\Oshkosh City of\150204 Oshkosh Field Ops SWPPP\SWPPP\Final Deliverable\02 Sturctural BMP Inspection Form.doc Page 2 City of Oshkosh: Field Operations Facility SWPPP SEMI-ANNUAL STRUCTURAL BMP INSPECTION Storm Inlets (along Idaho Street) (note and comment on any of the following observations) Condition Notes / Comments 1. Observe at each inlet • Odor, oil sheen, floating trash • Measure standing water depth • Measure sediment depth 2. Record date of sediment removal. 3.Other Comments * NOTE: DO NOT ENTER INLETS— OBSERVE FROM SURFACE Brown -D Caldwell P:\Oshkosh City of\150204 Oshkosh Field Ops SWPPP\SWPPP\Final Deliverable\02 Sturctural BMP Inspection Form.doc Page 3 City of Oshkosh: Field Operations Facility SWPPP ANNUAL SITE REVIEW AND INSPECTION CHECKLIST An annual inspection is performed to evaluate the effectiveness of controlling stormwater contamination and to identify any additional measures that can be feasibly implemented. The Stormwater Pollution Prevention Plan should be amended to reflect any changes. It is recommended the Annual Inspection be conducted with at least the following City staff: • Director of Public Works • Stormwater Team Listed on Table 1 Date of Review: Staff Present at Review: CHECKLIST FOR ANNUAL INSPECTION: 1. Review Past Year's Quarterly Inspection Reports and BMP Inspection Reports • Verify that all inspections were conducted and documented. • Verify that identified stormwater concerns were addressed and/or corrected. • Schedule or confirm staff training needs. • Confirm team assignments and responsibilities. 2. Inspect site drainage conditions. Things to look for include: • Inspect the site for possible bare soil / erosion problems. • Determine if drainage off the property has changed. Are there any new areas of ponding or flow? • Are there any unusual stains around storage areas or along overland stormwater flow paths? Notes: 3. Check for potential pollution sources. Sources may include the following: • Inspect the outdoor storage areas. Is there any indication of exposed materials causing pollution in stormwater runoff? • Inspect the area near the dumpsters for material not covered. • If there is any standing water at the time of inspection, are there sheens, sludge, foam, or rust precipitations? • Inspect all areas of the site for signs of spills (oil, grease, etc.) or other contaminants. Notes: 4. Perform the following preventive maintenance activities: • Inspect the drain opening located in the bottom of the dumpster to verify that it is plugged. • Check the spill control stations contents. Brown... Caldwell Page 1 P:\Oshkosh City of\150204 Oshkosh Field Ops SWPPP\SWPPP\Final Deliverable\03 Ann Site Insp Chklst Field Ops Final.doc City of Oshkosh: Field Operations Facility SWPPP Notes: 5. Review the Structural and Non -Structural Best Management Practices that are in place. • Are the Best Management Practices being followed? • Are the Best Management Practices effective? • Are there any additional management practices that should be implemented? Notes: 6. Other observations - take note of anything else at the Property that may be of significance to the SWPPP. Notes: 7. Outline the revisions and amendments that need to be made to the SWPPP. This annual inspection certification is to indicate the City's commitment and continual support for this Stormwater Pollution Prevention Plan. An annual site inspection has been conducted and based on the findings from the inspection; the SWPPP for this facility will be amended accordingly. Signed: Printed Name: Title: Date: Facility: City of Oshkosh Public Works Field Operations Facility 639 Witzel Avenue Oshkosh, WI 54902 Brown... Caldwell Page 2 P:\Oshkosh City of\150204 Oshkosh Field Ops SWPPP\SWPPP\Final Deliverable\03 Ann Site Insp Chklst Field Ops Final.doc City of Oshkosh: Field Operations Facility SWPPP SPILL DOCUMENTATION FORM Instructions: Facilities in the City of Oshkosh with a SWPPP must document all significant spills or leaks that occur at the site. The following format can be followed to document the necessary information. Record below all significant spills and / or leaks of pollutants that may be exposed to stormwater. Date: Time: Substance and Volume spilled: Weather conditions: Duration of the incident: Cause of the incident: Response procedures: Parties notified: Location of spill (attach map or drawing): Brown ago Caldwell P:\Oshkosh City of\150204 Oshkosh Field Ops SWPPP\SWPPP\Final Deliverable\04 Spill Document Form Field Ops Final.doc City of Oshkosh: Field Operations Facility SWPPP Methods used to contain spill: Amount of spilled material recovered: Disposition of recovered spilled material. Attach disposal receipts if appropriate. Potential for environmental impact: Brown ago Caldwell P:\Oshkosh City of\150204 Oshkosh Field Ops SWPPP\SWPPP\Final Deliverable\04 Spill Document Form Field Ops Final.doc City of Oshkosh: Field Operations Facility SW PPP Training Topic(s): Description of Training Materials: EMPLOYEE TRAINING RECORD Date of Training: Attendee Name Signature Attendee Name Signature 1 13 2 14 3 15 4 16 5 17 6 18 7 19 8 20 9 21 10 22 11 23 12 24 Trainer Name (Printed) Trainer Signature Trainer Company Date Attach Training Materials With This Sheet Brown—Caldwell P:AOshkosh Cityof\160204 Oshkosh Field OpsSWPPP\SWPPP\Final DeliverableV06 Empl Training Record Field Ops Final.doc City of Oshkosh: Field Operations Facility SWPPP Appendix C: Completed Checklists and Forms Brawn— Caldwell C-1 SWPPP Final Version 04 18 17 City of Oshkosh: Field Operations Facility SWPPP Appendix D: WDNR Fact Sheet Defining Reportable Spills Brawn— Caldwell D-1 SWPPP Final Version 04 18 17 Wisconsin DNR - Hazardous Substance Spills Immediate Reporting Required for Hazardous Substance Spills If you are aware of a hazardous substance spill notify the Department of Natural Resources (DNR). State law requires the IMMEDIATE reporti of hazardous substance spills and other discharges to the environment. CALL 500-943-0003 TO REPORT SPILLS Use DNR Form 4400-225 to report other hazardous substance discharges Other hazardous substance discharges, including historical contamination and contamination caused by an ongoing long-term release, discovered during an environmental assessment or laboratory analysis of soil, sediment, groundwater or vapor samples, should be reported to DNR by filling out and submitting DNR Form 4400-225, "Notification for Hazardous Substance Discharge (Non -Emergency Only)," which is is available at http://dnr.wi.gov/files/pdf/forms/4400/4400-225.pdf. ✓ Report hazardous substance discharges as soon as visual or olfactory evidence confirms a discharge or laboratory data is available to document a discharge. Do not wait to complete a Phase II environmental assessment, or other similar report, to notify DNR. Reporting is everyone's responsibility Individuals and entities that cause a hazardous substance spill or discharge to the environment are required by state law to notify DNR immediately - as soon as the spill or discharge is identified. Individuals and entities that own or control property where the spill or discharge occurred must report the discharge immediately if it is not reported by the person or entity that caused the discharge. For public health and safety, DNR encourages everyone to report known hazardous substance discharges. Reporting a spill or other discharge, in itself, does not make a person or entity liable for the contamination. Proper spill containment, cleanup, and disposal is always required Every person/entity (including lenders and local governments) that causes a hazardous substance discharge, or owns or controls property at which a discharge occurred, must comply with the response action requirements in Wis. Admin. Chs. NR 700 to 754. No spill or discharge is exempt from the duty to properly contain, clean up and dispose of the substance and associated contaminated media, such as soil, water and other affected materials. Publication Number: DNR -RR -560 dnr.wi.gov, search "spills" Spill reporting exemptions All spills must be cleaned up, but it is generally not necessary to report recent spills that are: • less than 1 gallon of gasoline • less than 5 gallons of any petroleum product other than gasoline • any amount of gasoline or other petroleum product that is completely contained on an impervious surface • individual discharges authorized by a permit or program approved under Wis. Stats. Chs. 289 - 299 • less than 25 gallons of liquid fertilizer • less than 250 pounds of dry fertilizer • pesticides that would cover less than 1 acre of land if applied according to label instructions * NOTE: Reporting is required if the ongoing, long-term release or application of a permitted pesticide, fertilizer or other substance accumulates to levels that exceed current health or safety standards. • less than the federal reportable quantities listed in 40 C.F.R. §§ 117 or 302 * NOTE: U.S. EPA (federal) spill reporting requirements are outlined on the internet at https://www.epa.gov/emergency-response/when- are-you-required-report-oil-spill-and-hazardous-substance-release. Spill reporting exemptions do not apply (and reporting is required) when: • the spilled substance has not evaporated or been cleaned up in accordance with Wis. Admin. chs. NR 700 - 754 • the spilled substance is a potential fire, explosion or safety hazard • the spilled substance causes, or threatens to cause, chronic or acute human health concerns * NOTE: If you are unsure about potential human health effects, consult with local or state health officials. • the spilled substance adversely impacts, or threatens to impact, the air, lands or waters of the state (as either a single discharge or when accumulated with past discharges) - even if the degree of the impact has not yet been thoroughly evaluated * NOTE: If the substance causes sheen on surface water, has entered or is on the verge of entering the waters of the state, DNR will consider the spilled substance a threat to impact, or to have adversely impacted, waters of the state and reporting is required. Terms, definitions, statutes and rules Hazardous substance —Any substance that can cause harm to human health and safety, or the environment, because of where it is spilled, the amount spilled, its toxicity or its concentration. Even common products such as milk, butter, pickle juice, corn, beer, etc., may be considered a hazardous substance if discharged to a sensitive area. Discharge — Spilling, leaking, pumping, pouring, emitting, emptying, dumping, etc., to land, air or water. Spill — A discharge that is typically a one-time event or occurrence, and usually inadvertent. Wis. Stat. § 292.11(2) and Wis. Admin. § NR 706.05 — Require individuals and entities that possess or control a hazardous substance, or that cause the discharge of a hazardous substance to the environment, to notify DNR immediately about the discharge. Wis. Stat. § 292.99 — Authorizes penalties up to $5,000 for each violation of the notification requirement. Consult Wis. Stat. Ch. 292 and Wis. Admin. §§ 700 - 754, and http://dnr.wi.gov/topic/Spills/ for further information on hazardous substance spill and discharge reporting, investigation and cleanup. Regional Spill Coordinators - DNR contacts Northeast: Ted Amman (608) 275-3332 South Central: Mike Schmoller (608) 275-3303 Northern: John Sager (715) 392-7822 West Central: Tom Kendzierski (715) 839-1604 Southeast: Scott Ferguson (414) 263-8685 Spill Team Leader: John Sager (715) 392-7822 This document is intended solely as guidance and does not contain any mandatory requirements except where requirements found in statute or administrative rule are referenced. This guidance does not establish or affect legal rights or obligations and is not finally determinative of any of the issues addressed. This guidance does not create any rights enforceable by any party in litigation with the State of Wisconsin or the Department of Natural Resources. Any regulatory decisions made by the Department of Natural Resources in any matter addressed by this guidance will be made by applying the governing statutes and administrative rules to the relevant facts. City of Oshkosh: Field Operations Facility SWPPP Appendix E: Figures Brawn— Caldwell E-1 SWPPP Final Version 04 18 17 LAKE BUTTE DES MORTS Legend SWPPP Site Location Streets 2015 Inventory Municipal Boundary I _ - LAKE WINNEBAGO a Figure 1 Site Location Map Field Operations Facility City of Oshkosh,Wl N 0 3,000 6,000 A Feet Brown AND • Caldwell ' Oshkosh 7 • Legend ndary AfeaS 9 C - SYorege#t - BnOergmund Detentron Lan —pcV / Open Space —.—B— 10 Fueling S.— FieltlOperaliotuSt.-m —System Dn—' 11 water u Mry Storage ■ °aa ^ 1 Aaministraave OBKes 12 Storm B Santry St—t—Storage • Storm Manhole 2 aintenance FacA�es 13 isce nexus Storage Ama o�m exer City MM Storm Sewer system 3 Garage 4 cep --Steps 14 C.— Bin Storage N2 15 ram waste Dmp— Cm'�nkt 5 Oil Room 16 —k waste 011[)op • Cm'Mannole B e ice a h— 17 Scrap Metal Dampsters �Slo�m Sexer 7 Salt— 8 Com Storage -1-g 18 Empmyee& V.- Pmking C C F WITZEL AVE LL 3 Building 1 2 4 1 15 1 W 3RD AYES DISCHARGE TO `rte ■ • FOX RIVER 1 is s �1 5 X9'9 A� F� Q � l Figure 2. Site Plan Field Operations Facility SWPPP City of Oshkosh, WI N 0 50 100 Aeet Brown AND o, Caldwell ' LOshkosh ®® ® • • ® ® BIOFILTER 4 OUTFALL C WITZEL AVE OFFSITEAREA2 _ BIOFILTER 3 AREA4 f� • FSITE AREA ® • p BLDG 2 ` BLDG 1D BLDG 1E OUTFALLA AREA61 • A �\`" OUTFALL B OUTFALL F *_--ARFA7 UBLDG 1C NDERGROUND BLDG IF i —� DETENTION • •AREA 5 8 �► BLDG 1A BLDG 1G • 11 AREA9 ��JJ • ® BLDG 1B 9%A ARA 12 ` • • i �AREA 1-2 • , 1 � M AREA OUTFACED —� • 1 BIOFILTER 1-2 € AREA 11 GRASS S -LE Legend Site Bountlary Drainage Area to OutfallA OFFSI QDrainage Areas DminageArea to OutfallB City M S4 Storm Sewer System D.—g. Area m Outfall C - W3RDAVE - Figure 3. Drainage Basins • Gaylnlet OUTFALL E c Field Operations Facility DamageArea to owran° City Of Oshkosh, WI • City Manhole Drainage Area to Outfall E G N 0 50 100 — storm Sewer Drainage Area to Outfall F /�`\ 0 Field Operations Storm Sewer System Storm Water BM Ps / V Feet ■ storm Inlet Untlergmuntl Detention w • SlonnManhole erorner • BrowIIAND I •�Nr Caldwell ' LOShkOSh Storm Sewer Grass Swale