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HomeMy WebLinkAbout09-361SEPTEMBER 8, 2009 09 -361 RESOLUTION (CARRIED 7 -0 LOST LAID OVER WITHDRAWN ) PURPOSE: APPROVE CONDITIONAL USE PERMIT TO DEVELOP A DRY STORMWATER BASIN ON A PORTION OF THE PROPERTY AT 325 SOUTH EAGLE STREET INITIATED BY: DEPARTMENT OF PUBLIC WORKS, PETITIONER PLAN COMMISSION RECOMMENDATION: Found to be consistent with Section 30 -11(D) and Approved BE IT RESOLVED by the Common Council of the City of Oshkosh that a conditional use permit to construct a dry stormwater management basin on proposed Outlot 1 on the attached certified survey map and per the attached plans is hereby approved. NO. 4726A CERTIFIED SURVEY MAP '.PTO. SHEET- -OF-PART OF THE N.E. -1/4 OF THE S.W. 1/4 OF SECTION 22, T18N, R16E, IN THE 6TH WARD, CITY OF OSHKOSH, WINNEBAGO COUNTY, WISCONSIN. ALL DISTANCES ARE MEASURED TO THE NEAREST HUNDREDTH OF A FOOT. BEARINGS ARE REFERENCED TO THE NORTH LINE OF THE S.W. 1/4 OF SECTION 22, T18N, R16E, WHICH HAS AN ASSUMED BEARING OF SOUTH 89'02'35" EAST. • DENOTES 1 INCH DIAMETER IRON PIPE FOUND, UNLESS OTHERWISE NOTED. 0 DENOTES 1 INCH DIAMETER IRON PIPE 18 INCHES LONG' SET, WEIGHING NOT OWNER: OSHKOSH AREA SCHOOL DISTRICT LESS THAN 1.13LBS PER LINEAL FOOT. P.O. BOX 3048 OSHKOSH, WI 54903 -3048 + DENOTES CHISELED CROSS FOUND. TAX PARCEL NO. 9 0 611 6 401 0 0 O DENOTES RECORDED DIMENSION WHERE DIFFERENT FROM ACTUAL MEASUREMENT. W.1/4 CORNER SEC. 22, TISN, RISE. CURVE TABLE CURVE LENGTH RADIUS I CHORD CHORD BEARING DELTA C1 106.37 50.00 87.42 583'34'19 "W 121'53'25" C2 .11.80 50.00 11.77. N42'14'36 "W 13'31'14" C3 94.57 50.00 1 81.09 576'48'42 "W 108'22'11" (BERNTSEN MONUMENT) - - NORTH LINE OF THE S.W. 1/4 OF SECTION 22, T18N, RI BE. 1 S89'D2 35 E RIGHT -OF - --- " WAY LINE DISTANCE BETWEEN SECTION CORNERS 2613.95' ----- .- _ -_ - - -- 1 111.01 � CENTER OF " SEC. TS T1 . - M N, UMEN T) . - . - .-- WITZELAVENUE S89 E b ---- -----_'- --- --_ - °- . 58 9' 02' 35 "E ' _ ° _ _ (BERNTSEN MONUMENT) (6 RIGH O F 1883.13' _WAY) n 589'02'35 "E' 730.82' � ) DETAIL ^- T - fO _ RIGHT - OF - WAY LIN I I ° Q Z ��� 109.82 / 78.79' 205.23' 252.39' x_- I rc m I a om I ° ( .„ N n (79.21•). 2" PIPE 0.1 CHAIN UNK FNCE w o O z a n � �. -!3 a I N a in• SOUTH OF CORNER I CHISELED ARROW ENCROACHMENT I - o �, ' w z m a� �+� ml d a� i- ^O ON RIGHT OF WAY LINE STONE o rc x O �' m o a O �'? ,.. z LANK LANDSCAPING 3 0 (410') Nw 3 w I m ` ° o FENCE EDGE o 410.15 rc ° i - • 79.83' 'n LOTS OWNER: CHARLES T. ADLAM O1 13,256 SQ. FT. LLII -.) LL I I _ _ 589'02'35 "E 2" PIPE ON 489.98 a• 0.3043 ACRES o U . } o l a -' - - - LOT LINE // 1 2" PIPE ON / o LOT.LINE H� f ai I u C_ �? W z+ OWNER: OWNERS: niO o DE 1.9' �° I PERRY LIVING TRUST IH vl Al JOSEPH L ,;� n TAIL o S in a 51 AND ANN J. - ,- z m j- TRAPP ✓_� ° 2,1' ENCROACHMENT w o o I I O ° I LANDSCAPE o = y °O . 177 i z - - TIMBERS z u, 0 1 PIPE 0.2' NORTH I I ' - _2ND AVE_ z o o OF LOT LINE n _ _ OWNER: u -, wr. CONCRETE MONUMENT ' I- PIPE 0.2' WEST OF JAY D. FLECK u ° 1" PIPE O.B' SOUTH I IS 0.9' WEST AND 0.T v - - w�i z RIGHT OF WAY LINE S I u z OF LOT LINE I NORTH OF LOT CORNER m z z CHAIN LINK FENCE 4 a i 1 OWNER: "a S88 '5 a.00� ° I CHRIS G. MEIER 3/4" REBAR 0.3' 111. 5 I a - xI SOUTH OF CORNER - _ 3 i - -- FENCE CORNER IS 1.4' WEST 1 _ - I OWNERS, AND 1.7' SOUTH OF CORNER / 60.6' 39 6 o I 'h." i; 118.2' �• mt MELVIN AND 2" PIPE OFFSET 3 T =I MARY POESCHL AL TO - SOUTH of COR NER '` MAS(3NR•Y OWNER: CORNER Do yILA�j; 21 $f . 2" PIPE WITH CHISELED AARON W. BEHM O o o i =. , 0 ; > ARROW ON CONC. WALK -- OWNERS: TONG YANG.AND rn y -- __STp MAI VANG PAO XIONG O ASPHALT r ASPNALT 0.5' N 1 OWNERS: LAURA RAHN AND N STORM SEWER EASEMENT CALLED FOR IN uu E or Lor $8 340,7.07.0 0' 2 "E I MICHAEL D. SPANBAUER �' TITLE REPORT AS DOCUMENT NO. 1078424. I' PIPE NO WIDTH OR DESCRIPTION TO PLOT CONCRETE MONUMENT 0.1' EAST IS . EASEMENT FOUND AJ SAID DOCUMENT, m in WEST AND 0.7' NORTH _ - OF LOT rn OF LOT CORNER IT OWNER: FREDRICK LINE m0 cJ a SPERLING LIFE ESTATE OUTLOT 9 n ONCRETE PIPE 512,509SQ. FT. WALK ASPHALT I - 0.1 EAST 11.7656 ACRES SHED OWNERS: MATTHEW J. W OF OT TAX PARCEL NO. 90611640100 ° I� AND BRENDA FELIX n AND ST : JOSEPH o AND STEPHAN NICH OLS o o � SHED - SaOfZ" a a z 274,019 .FT. a ED MKx4 a 6.2906 ACRES ,ASONR M G X325 f W ° OWNERS: PAUL AND ASPHALT In T2" PIPE ON RIGHT. WAY. LINE SUSAN BEHNKE SB9'32'S4`E ' T r�',ar`a ~} � # I w LOT2 OWNERS: DANIEL AND 'B 29,125 SQ. FT.o ; NICOLE ABRAMOVICN 0.6686 ACRES CERTIFIED SURVEY MAP _' ` m GUT ARROW IN CONCRETE NO 1445 - - N88 - W ." '" � a a = 109.01' RIGHT -OF -WAY LINE OWNERS: CRAIG AND 3 1n CYNTHIA COATES Cl C 294.23' 459.32' 2` PIPE L - - - 1" PIPE 0.3' 753.55' N88-38-11 -- w BISMARK AVENUES � - -- - OWNERS: - WEST OF CORNER _ DAVID AND I - • _ - - - 6D RIGHT OF WA LISA WEILEE f_ [� 1. I R0IT-OF -WAY LINE - - - - - 5- I I ' I' an 4�� �1 ' 1 I 0 I z N DETAIL R.A. Smith National, Inc. h� °o W GRAPHIC SCALE Beyond Surveying w . - -! - � o. 0-3 o r and Engineering . j 100 0 50 100 200 400 - 2850 Universal Street, Oshkosh WI 54904 LANDSCAPE TIMBER now=== 920 -233 -2884 Fax 920.231 -9872 ENCROACHMENT IN FEET www.rasmithnaOonal.com l OWNERS: AND LISA WEItER 1 inch 200 ft. AUGUST 4, 2009 I LISA Q. ^7004726A1dwg SURVEY NO. 7004726A 4726AdwgWod41 0 OYHKOlH ON THE WATER TO: Honorable Mayor and Members of the Common Council FROM: Jackson Kinn Director of Co DATE: September 3, 2009 RE: Approve Conditional Use Permit to Develop a Dry Stormwater Basin on a Portion of the Property at 325 South Eagle Street (Plan Commission recommends approval) BACKGROUND /SUBJECT PROPERTY The subject property is part of a 19 +/- acre parcel currently used as a middle school (Tipler) by the Oshkosh Area School District. The middle school is located on the west side of S. Eagle Street between Witzel Avenue and Bismarck Avenue. With the exception of the school, the general area is comprised of a mix of single family, two family and multiple family uses. The City has been in discussions with the School District to acquire a proposed 11.7656 acre outlot for construction of a dry stormwater management basin. ANALYSIS The proposed site plan shows almost the entire site to be dedicated as a dry stormwater management basin with the basin to be seven to eight feet lower than the surrounding area allowing stormwater to be collected and stored during heavy rain events. The plans show that the area will still be used as athletic fields with enough area to place a running track, soccer field and two football fields. The basin is designed to hold water for up to two days following a 100 year storm event and lesser times for smaller events. A low flow pipe will be installed under the basin to allow for flow from small events to pass through without impacting the athletic fields. The basin will have under drains to allow for the fields to dry more quickly and be usable again in a shorter time. The construction of the basin will not have a negative impact on the adjacent properties as the primary use of the land will not change and the basin will assist in reducing the potential impact of flooding that the area has seen in the past. FISCAL IMPACT None anticipated. RECOMMENDATION The Plan Commission approved of this request at its August 18, 2009 meeting. Approved, City Manager ITEM: CONDITIONAL USE PERMIT TO DEVELOP A DRY STORMWATER BASIN WEST OF PERRY A. TIPLER MIDDLE SCHOOL — 325 S. EAGLE STREET Plan Commission meeting of August 18, 2009 GENERAL INFORMATION Applicant: Department of Public Works Owner: Oshkosh Area School District Action(s) Requested: The applicant is requesting a conditional use permit to develop a dry stormwater management basin. Applicable Ordinance Provisions: Public utility structures are permitted through conditional use permits in R -1 Single Family Residence Zoning District as regulated in Section 30 -17 (A) of the Zoning Ordinance. Standards imposed on Conditional Use Permits are located in Section 30 -11 (D) of the Zoning Ordinance. Background Information Property Location and Type: The subject property is part of a 19 +/- acre parcel currently used as a middle school by the Oshkosh Area School District. The middle school is located on the west side of S. Eagle Street between Witzel Avenue and Bismarck Avenue. With the exception of the school, the general area is comprised of a mix of single, two and multiple family uses. The City has been in negotiations with the School District to acquire a proposed 11.7656 acre outlot west of the school for construction of a dry stormwater management basin. Subiect Site Vacant Land /Tipler Middle School Athletic Field R -1 Adiacent Land Use and Single & Two - Family Residential, R -1 & R -3 North Institutional .... .......... I. ................... _......- . ..................... .......... _ ........ .... ........................................................................................................................................................................................................... ............................... South Single Family Residential R -1 .............. ............................................................................................._ ........................................................................... .................................................................. .. ................ ............. ................... East Multi- Family Residential, School R -1 & R -3 ....... ............................... .......................................................................................................................................... ......I........................ West Single & Two - Family Residential R -1 & R -2 C'a,.reTienSie'lan 10 Year . r Land Use Recommendation Public .............. ............ ...................................................................... ............ ........................................................... ............ .......... .... . . .......... .............................­ ................ ............................... 20 Year Land Use Recommendation Public Institutional ANALYSIS The Department of Public Works is requesting approval to acquire a proposed 11.7656 acre outlot located at the Perry A. Tipler Middle School. The outlot is west of the existing school facility and is approximately 490 feet wide by 1107 feet deep with the exception of a 0.67 acre parcel cut out of the southwest corner to be utilized for future residential development. The land is proposed to be purchased by the City to be utilized for stormwater management. Currently, the land is used for various athletic fields for Perry A. Tipler Middle School. The plan does not call for the current use to change; what will change is that the athletic fields will be located at the bottom of the proposed basin and continued to be used by students. The Department of Public Works hired Strand and Associates of Madison to complete a stormwater management study for the Campbell Creek Watershed. One of the recommendations of the study is to create a dry stormwater detention basin behind Tipler Middle School. The report: was presented to the Common Council who has directed the Department of Public Works to pursue construction of this basin. The City is looking to purchase this land from the school district and construct the basin with a track and athletic fields at the bottom of the basin therefore; the school will not lose any student amenities: The basin will be designed to manage a 100 -year storm event and hold stormwater runoff until the downstream system can convey the water away. By holding the water in the basin, surrounding streets and properties will have a reduced negative impact from potential flooding. Site Plan The proposed site plan shows almost the entire site to be dedicated as a dry stormwater management basin. The basin will be seven to eight feet lower than the surrounding area allowing stormwater to be collected and stored during heavy rain events. The plans shows that the area will still be used as athletic fields, and has area to place a running track, soccer field and two football fields. An ADA accessible walkway will be constructed to allow access to the athletic fields. The! side slopes facing the school and Bismarck Avenue will have a 5 to 1 slope to allow for easier access to the fields while the remainder of the basin will have a 4 to 1 slope. The basin is designed to hold water for up to two days following a 100 year storm event and lesser times for smaller events. A low flow pipe will be installed under the basin to allow for flow from small events to pass through without impacting the athletic fields. The basin will have under drains to allow for the fields to dry more quickly and be usable again in a shorter time. The site plan does not depict any solid screening of the athletic fields from the residential properties to the north, south and west of the proposed basin. If this were a new development, a minimum five -foot solid screen would be required per code in the form of fencing and/or four season's hedge. Although screening the field is not required due to the preexisting use, it may benefit neighboring properties as a visual and audio impact of the athletic fields if this has been an issue in the past. Staff feels that this is a good opportunity to help remedy future flooding issues. This plan does so in such a way that valuable land will not need to be permanently sacrificed. For the most part, the land will continue to be used in conjunction with the school for athletic activities but on rare occasions will assist in reducing the potential impact of flooding that the area has seen in the past. Item 325 S Eagle St CUP The construction of the basin will not have a negative impact on the adjacent properties as the primary use of the land will not change. RECOMMENDATION /CONDITIONS The Department of Community Development recommends a finding that the proposed conditional use permit request is consistent with Section 30 -11(D) of the Zoning Ordinance and be approved as requested. The Plan Commission approved of the conditional use permit as requested. The following is the Plan Commission's discussion on this item. Mr. Nau presented the items and reviewed the site and surrounding area. He explained that the land acquisition would be 11.76 acres with Outlot I designated for the proposed dry stormwater detention pond. He further commented that the proposal was a result of recommendations from Strand and Associates of Madison who completed a stormwater management study for the Campbell Creek watershed. He also reviewed the land division which includes four lots with Lot 1 designated for continued use by the school district, Lots 2 and 3 designated for sale for residential use, and Outlot 1 for the proposed detention basin. He also stated that the conditional use permit was necessary for the detention basin which would be located west of the school site and was designed to manage a 100 -year storm event. He reviewed the site plan for the basin which would be 7 -8 feet below the surrounding area and explained that the use of the property would not change and that no solid screening would be required around the pond in the form of fencing and /or four season's hedge. Mr. Borsuk requested that someone explain how the dry detention basin would work. Mr. Gohde, Assistant Director of Public Works, explained that the storm sewer piping opens into a ditch and displayed where the pipe would be located on the site plan. The discharge of water would occur on the west side by the pond through West Third Avenue. The basin would be designed to hold water for up to two days following a 100 year storm event and lesser times for smaller events. A low flow pipe will be installed under the basin to allow for flow from small events to pass through without impacting the athletic fields and the basin would have under drains to allow for the fields to dry more quickly and be usable again in a shorter time. Mr. Thoms questioned what area would benefit from the installation of this detention basin. Mr. Gohde responded that the area around Landmark Plaza and Westfield Street would benefit from this and commented that both areas had significant flooding issues in the past. Mr. McHugh asked if the City would be replacing the pipe in the ditch area or removing the debris to assist in the water drainage. Mr. Gohde replied that a box culvert large enough to convey the water flow would be installed. Mr. Borsuk inquired what the release rate would be Mr. Gohde responded that the basin would take up to two days to drain after a significant event. Item -325 S Eagle St CUP Mr. Borsuk questioned if it was based on a five or 10 year rate. Mr. Gohde replied that he did not have actual numbers on the rate available at this time, but the basin would assist the system with downstream flows. Mr. Fojtik asked if the basin would provide any relief with runoff from winter snowfalls. Mr. Gohde responded that any excess water would be held in the basin for a period of time and that the athletic fields would be in a condition for use sooner than they are currently. Mr. Thorns questioned if this would mitigate the flooding issues in this area. Mr. Gohde replied that it was designed to manage a 100 year flood event and was one step in the process of controlling stormwater runoff and would assist in mitigating flooding issues in this area.. Mr. Thoms inquired if safety would be an issue when the basin is full. Mr. Gohde responded that it was designed as a dry basin and would be vacant the majority of the time. The basin would have no vertical sides but would be sloped and would be designed to be 4 -6 feet below ground elevation with the extreme center of the basin to be approximately 4 '/z feet. Mr. Lowry asked if the water would overflow the detention basin, where would it go. Mr. Gohde stated that the overflow route would be to the north side of the existing school administration building and would be more defined when the construction was complete. Mr. Monte questioned where the current flow of stormwater was located. Mr. Gohde responded that the current flow goes through a pipe under Highway 41 in the Landmark Plaza area and ends up flooding the streets when the runoff is too great. Mr. Lowry inquired if the area around Lourdes High School would benefit from the installation of this basin. Mr. Gohde replied that it would as it is downstream from the area of the basin. Everet Goodwin, 408 Reichow Street, stated that he lived on the corner of Reichow Street and Bismarck Avenue, and had flooding issues last year. He inquired how this would affect the west side and how this will help with water flowing from the south. Dave Weiler, 1621 Bismarck Avenue, stated that he has owned his home since 1998 and was located by the proposed Lot 2 which was designated for sale for residential use. He voiced his concerns with what types of homes would be built on the lot and commented that his home had a relatively small yard but he benefited from the large school property next door. He further commented that the field near his property has not flooded beyond its perimeters and he has not had flooding issues on his property and was concerned that the construction of the detention pond would create flooding on his site. He also stated that he had issues with the notification process Item -325 S Eagle St CUP the city uses for informing adjacent property owners and that neighbors were not aware of the plan until meeting notices were recently received. He spoke with David Patek and Steve Gohde in the Department of Public Works about the matter and was told that he should have been aware of the plans from articles in the newspaper and that he would not be the only person affected by this. He commented that he felt it would be a detriment to the area and voiced his concerns with the basin being five feet deep in the center and requiring a day or two to drain. The issue was creating anxiety among the neighbors although Public Works has assured him that the basin would be constructed with a gradual grade which would allow a person to get out of the pond if necessary. He was concerned with the water carrying a current and commented that if the current water flow is crossing under Highway 41 and across the retail developments, why it cannot be prevented from reaching that point rather than be retained in the basin. Maribeth Krawczyk, 1605 Witzel Avenue, stated that she lives to the east of the proposed Lot 3 and was concerned with having a pond with four feet of water contained in it and the potential current in it. Lori Halstead, 1615 Bismarck Avenue, inquired if any other studies have been completed and voiced her concern with locating a large pond in a residential area where children are present as it seemed to be a safety issue. She also questioned if there were any comparisons where this had been done in other cities and if there were any issues related to it. She also had concerns with the costs that would be spent on this project and inquired as to how much federal and DNR funding would be received and how much of the costs the city would have to assume. Mr. Gohde stated that in regard to the affect this basin would have on the south side of the area, it would contain more water in the area and he did not have flood elevations available with him, but any adjacent property owners who had concerns could stop by the Public Works office and he could further explain this issue. In regard to the concerns about the water current, he commented that all water has some current and a grate will be installed to allow assistance in getting out of the pond if necessary. The detention pond will reduce the current in the water flow and in low flow events, would not create any standing water in the basin. Relating to other stormwater management studies completed, he stated that other studies were completed behind the Armory facility, in the Menard Drive area, and upstream in the area of the Westhaven Golf Course and the intersection of 9� Avenue and Washburn Street. Mr. Gohde stated that he did not have cost figures for the construction of the basin available at today's meeting, but if anyone was interested in discussing the costs relative to the project, they could stop by his office and he could share this information with them. In regard to this type of basin construction in other cities, Mr. Gohde stated that a similar project was completed in Madison and the basin has only had water contained in it on one occasion and it was minimal. He also commented that managing the flooding issues in the city would take a multi - phased plan and that all issues could not be corrected at one time. Mr. Borsuk commented that when the item is presented to the Common Council, he felt it would be beneficial to have watershed pictures to assist in clarifying the issues. He commented that the basin would help deal with the flooding issues and questioned if there were any thoughts of more than a flood control project such as dealing with cleanliness as well. Mr. Gohde replied that when dealing with issues relating to solids in the water, a wet detention basin would be more effective; however it would not be in the best interest of neighbors and the Item -325 S Eagle St CUP athletic fields on the site. Other areas in the community were being considered for the construction of wet basins. Mr. Fojtik questioned if the City was purchasing the property, would it then be leased back to the Oshkosh Area School District as they would continue to utilize the site for the athletic fields. Mr. Gohde responded that the City would own the property, but the School District would continue to maintain the site. Mr. Fojtik stated that he lived in the Sawyer Creek area and he felt it was a reasonable attempt for dealing with a large piece of the problem. He further commented that he realized that there were some concerns with children playing in the water; however children were playing in the flood water last year in the streets. He felt this was a small step in tackling a long term problem. Mr. Borsuk agreed and stated that it was a necessary program to resolve the City's flooding issues. Mr. Monte also agreed and commented that the flooding issues needed to be addressed and this would be the first step of many and will use property that taxpayers already own rather than sacrifice valuable land for this purpose. Mr. Nollenberger agreed as well and commented that you have to look at the big picture and he felt this was the right step forward. Mr. Hinz concurred and stated that he previously resided in Florida where both wet and dry detention basins were prevalent and from his experience, children did not enter the ponds as they are very dirty and not too inviting to play in. Mr. McHugh inquired if the pond proposed for the Armory site would be constructed this year. Mr. Gohde responded that the City hopes to acquire the land this year with construction not planned until the coming year. He further stated that the Campbell Creek watershed has two branches, the one that is being discussed today and the Armory site is the other. Mr. Thorns commented that he felt that flooding in the city will only get worse with continued development and that construction of detention ponds was necessary to address the issue. He further commented that new developments are required to control stormwater runoff from their sites; however the need for the detention basins is still there and the Common Council has made it clear that they want to correct the flooding issues in the community and it needs to start somewhere. Mr. Lowry also concurred and stated that channeling water to ponds such as this was the best resolution to the situation. Motion by Nollenberger to approve the acquisition of property, the foul lot land division, and the conditional use permit to develop a dry stormwater basin located at 325 S. Eagle Street. Seconded by Monte. Motion carried 9 -0. Item -325 S Eagle St CUP i F 01HKQIH ON THE WATER SUBMIT TO: City Of Oshkosh Appl ication Dept of Comraunity Developmc ❑ Planned Development Review 215 Church Ave., P.O Box 113 1� . Oshkosh, Wisconsin 54903 -113 Conditional Use Permit R PHONE: (920) 236 -5059 "PLEASE TYPE OR PRINT USING BLACK INK ** APPLICANT INFORMA // f� I / pPtitinner_ �� (�$�Co LAY/- 6� i vhl[C ` yc Date: Petitioner's Address: a!S Cf;v" A ve- City: Q4 karz, State: LVJ Zip : S`/'?03 Telephone #: (1* a3 ro - 5 - Fax: (fW *136 S - 06 6 Other Contact # or Email: Status of Petitioner (Please Check): D Owner 0 Representative 0 Tenant M Prospective Buyer Petitioner's Signature (required): n t Date: [ ,0' OWNER INFORMATION Owner's): 054 Anne �- �on �i c� Date: Owner(s) Address: `s S ,(c Sf City State: Zip: Telephone #: ( %2 c(- G 3 ¢ S Fax: ( ) Other Contact # or Email: Ownership Status (Please Check): 0 Individual 0 Trust* D Partnership D Corporation Property Owner Consent: (required) By signature hereon, UWe acknowledge that City officials and/or employees may, in the performance of their functions, enter upon the property to inspect or gather other information necessary to process this application. I also understand that all meeting dates are tentative and maybe postponed by the Planning Services Dt sion for incomplete submissions or other administrative reasons. Property Owner's Signatur — OE-' sty( f SITE INFORMATION Address /Location of Proposed Project: -&fir S Ede- 54 Parcel No. f,Ye 4 gONO Proposed Project Type: (r%. I I 540rkV7W44rr M &S w i A l e r caS G-71 7cc Current Use of Prope 44 1e4 - c s a� � �ccc k Zoning: P rh'� a ld � / Land Uses Surrounding Site: North: P{ i d .-,kg l South: East: SG"( and *U" Bv� (Gtr �+o► W est �C�Si * *Please note that a meeting notice will be mailed to all abutting property owners regarding your request. Application fees are due at time of submittal. Make check payable to City of Oshkosh. ➢ Please refer to the fee schedule for appropriate fee. FEE IS NON - REFUNDABLE For more information please the City's website at www.ci. oshkosh.wi.us/ Communit)_Development /Planning.htm Staff Date Recd (AA Briefly explain how the proposed conditional useldevelopment plan will not have a negative effect on the issues below. - i *—itu eafoRr nnrl vanp,"I urp.Mre of narunants of surroundinz lands. suR IITTAL REpUI12EMENTS — Must accompany the application to be complete. ANARRATIVE of the proposed conditional use/Development Plan including: ❑ Existing and proposed use of the property. ❑ Identification of all structures (including paving, signage, etc.) on the property and discussion of their relation to the project ❑ Projected number of residents, employees, and/or daily customers ❑ Proposed amount of dwelling units, floor area, landscape area, and parking area expressed in square feet and acreage to the nearest one- hundredth of an acre E3 Eff on adjoining properties to include: noise, hours of operation, glare, odor, fumes, vibration, etc. ❑ Compatibility of the proposed use with adjacent and other properties in the area. ❑ Traffic generation (anticipated number of customers, deliveries, employee shift changes, etc.) ❑ Any other pertinent information to properly understand the intended use /plan and its relation to nearby properties and the community as a whole A complete SITE. PL4N and BUIZDEVGELEVATIONS must include: ❑ Two (2) full size (minimum 24" x 36 ") scaled and dimensioned prints of site plan and building elevations ❑ Two (2) 8 Vz" x 11 (minimum) to 11" x 17" (maximum) reduction of the site plan and building elevations E3 One compact disc or diskette with digital plans and drawings of the project in AutoCAD 2000 format with fonts and plot style table file (if plans have been prepared digitally) ❑ Title block that provides all contact information for the petitioner and/or owner and contact information of petitioner's engineers /surveyors/arcbitects, or other design professionals used in the preparation of the plans ❑ The date of the original plan and revision dates, if applicable ❑ A north arrow and graphic scale. ❑ All property lines and existing and proposed right -of -way lines with dimensions clearly labeled -❑ All required setback and offset lines [3 All existing and proposed buildings, structures, and paved areas, including building, entrances, walks, drives, signs, decks, patios, fences, walls, etc. ❑ Location of all outdoor storage and refuse disposal areas and the. design and materials used for screening ❑ Location and dimension of all on -site parking (and off -site parking provisions if they are to be employed), including a summary of the number of parking stalls provided per the requirements of Section 30 -36 City of Oshkosh Zoning Ordinance ❑ Location and dimension of all'loading and service areas 13 Location, height, design, illumination power and orientation of all exterior lighting on the property including a photornetrics plan ❑ Location of all exterior mechanical equipment and utilities and elevations of proposed screening devices where applicable (i.e, visible from a public street or residential use or district). Mechanical equipment includes, but is not limited to; HVAC equipment, electrical transformers and boxes, exhaust flues, plumbing vents, gas regulators, generators, etc. 2 The Department of Public Works hired Strand and Associates of Madison to complete a Stormwater Management Study for the Campbell Creek Watershed. One of the recommendations of the study is to create a dry stormwater detention basin behind Tipler Middle School. The report was presented to the Common Council and they have directed the Public Works Department to pursue the construction of this basin. The property is currently owned by the Oshkosh Area School District. The City is seeking to purchase the area needed for the dry detention basin and construct the basin with a track and athletic fields in the bottom of the basin. The basin will be designed to hold the 100 year storm event. The basin will hold the stormwater runoff until the downstream system can convey the water away. By holding the water in the basin the surrounding properties and streets will have fewer impacts from floods. The basin will hold water for up to two days following a 100 year storm event and lesser times for smaller events. A low flow pipe will be installed under the basin to allow flow from small events to pass through without impacting the athletic fields. The basin will have under drains to allow for the fields to dry more quickly and be usable again in a shorter time. An ADA accessible walkway will be constructed allow access to the track in the bottom of the basin. The side slopes near the school and Bismarck Ave. are proposed to be 5 to 1 to allow for easier access to the fields. _ Up to three additional residential lots will be available for the School District's Vocational Education program. 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This drawing is a compilation of records, data Conditional Use Permit by City and information located in various city, county and state offices and other sources affecting City of Oshkosh Wisconsin the area shown and it is to be used for reference H Community Development purposes only. The City of Oshkosh is not re- sponsible for any inaccuracies herein contained. 1 300' 8/6/09 If discrepencies are found, please contact the City of Oshkosh. Created by - D um 1393 VT t3 a '4 DISCLAIMER Proposed Land Division by School District; This map is neither a legally recorded map nor Land Acquisition by City' a survey and it is not intended to be used as one. This drawing is a compilation of records, data Conditional Use Permit by City and information located in various city, county and state offices and other sources affecting City of Oshkosh Wisconsin the area shown and it is to be used for reference H Community Development purposes only. The City of Oshkosh is not re- sponsible for any inaccuracies herein contained. 1 300' 8/6/09 If discrepencies are found, please contact the City of Oshkosh. Created by - D OWN ■ ■ F D F41L�� Irk � X11 �I I� s ME M ■■ m v � ■ IEE m !!! = I C: I n ■ 11 ■ i 111 ■ I SI d- sue. ■ I I nn: Lid 1