Planning Commission — Agenda packet

TOWN OF ALGOMA WINNEBAGO COUNTY, WISCONSIN PLANNING COMMISSION MEETING 15 N. Oakwood Road, Oshkosh, WI 54904 Wednesday, April 15, 2026 at 6:00 pm. AGENDA The Commission may discuss and act on the following: 1. Call to Order. 2. Roll Call. 3. Discussion and possible action re: Minutes from February 11, 2026. 4. Discussion and possible action re: Variance request by petitioner Vienola Properties, LLC, on behalf of 1310 E Main Street LLC to reduce setbacks to build a house on parcel parcel 002-002804. 5. Discussion and possible action re: Springhetti Lake Phase 1 Final Plat by petitioner Scott Anderson, Davel Engineering, on behalf of Dan Springhetti, for property parcel numbers 002-0022, 002-0020, 002-0025, 002-0027, and 002-0027-01. 6. Town Projects at 3695 Leonard Point Road a. Discussion and possible action re: Certified Survey Map by petitioner Maggie Mahoney, Town of Algoma, on behalf of Bruce and Joan Donner, to create 2 outlots at 3695 Leonard Point Road (parcel 002-0021). b. Discussion and possible action re: Request by petitioner Maggie Mahoney, Town of Algoma, on behalf of Bruce and Joan Donner, to rezone Outlot 1 and Outlot 2 at 3695 Leonard Point Road (parcel 002-0021) from A-2 General Agriculture District to R-1 Rural Residential District. 7. Discussion only: Winnebago County Comprehensive Future Land Use Plan 10-year Update 8. Adjourn. It is possible that members of other governmental bodies of the municipality may be present at the above scheduled meeting to gather information about a subject over which they have decision-making responsibility. No action will be taken by any governmental body at the above-stated meeting other than the governmental body specifically referred to above in this notice. Please note that, upon reasonable notice, efforts will be made to accommodate the needs of disabled individuals through appropriate aids and services. For additional information or to request this service, contact the Town Hall Office at 920-235-3789. Posted: April 10, 2026 Posted at: Town of Algoma Hall, www.townofalgoma.org. DRAFT Page 1 of 2 TOWN OF ALGOMA WINNEBAGO COUNTY, WISCONSIN PLANNING COMMISSION MINUTES February 11, 2026 Algoma Town Hall, 15 N. Oakwood Road, Oshkosh, WI 54904 The Planning Commission meeting was called to order by Chairman Martin at 6:00 p.m. The following members were present: Dan Martin, Bill Van Aacken, Mike Skoglind, Linda Kollmann, Scott Fischer, Kyle Kehoe, and Sherri Maruska. The following staff members were present: Administrator Maggie Mahoney. On a motion by Commissioner Kehoe and seconded by Commissioner Van Aacken, passed on a unanimous 7-0 voice vote, the minutes from the December 10, 2025 meeting were approved. Chairman Martin introduced agenda Item 4, a Certified Survey Map by petitioner Garrett Smith, Martenson and Eisele, Inc, on behalf of Robert Balda to split parcel 002-00130101 into two parcels. Mr. Balda was in attendance. Administrator Mahoney gave an overview of the item and the analysis of the CSM as stated in her memo. A motion was made by Commissioner Maruska and seconded by Commissioner Kehoe for the Planning Commission to approve a recommendation to the Town Board to approve the Certified Survey Map by petitioner Garrett Smith, Martenson and Eisele, Inc, on behalf of Robert Balda to split parcel 002-00130101 into two parcels. A voice vote was taken and approved the motion 7-0. Chairman Martin introduced agenda Item 5, the Oakwood School Expansion Project. Administrator Mahoney introduced the petitioner, Nate Considine, and property owner representative, James Fochs, and gave a brief overview of the project and explained the three actions that would be considered. Mr. Considine gave an overview of the project planset and answered questions from the commissioners. Commissioner Van Aaken stated that the busses obscure the traffic coming from the west and that crossing Omro Rd is not safe. There was discussion of traffic improvement options in the area including rapid flashing beacons. Commissioner Maruska asked if most kids are bussed or dropped off? Mr. Considine stated that most kids are dropped off by their parents. The Chairman allowed comments and questions from the attendees. Ms. Brittany Bongert asked about the traffic impact scores at Omro Road and who is responsible for the reduction in level of service. There was confusion about her question and the commissioners asked her for clarification of the question. Administrator Mahoney explained that traffic improvements in this area would be discussed with the school and law enforcement in the future. The commissioners discussed that the additional driveway turn lane included in the plan would improve the referenced impact score. There was further discussion that in the past the Sheriff’s Office has helped and that no one agency is necessarily responsible. There was discussion about whey there are multiple parcels for the green space. Attendee Mark Thompson explained those parcels existed because of the Sheldon Nature preserve. Administrator Mahoney gave an analysis of the Oakwood School Expansion Project CSM as stated in her memo. A motion was made by Commissioner Kollmann and seconded by Commissioner Kehoe for the Planning Commission to approve a recommendation to the Town Board to approve the Certified DRAFT Page 2 of 2 Survey Map by petitioner Nate Considine, Bray Architects, on behalf of James Fochs, Oshkosh Area School District, to combine 8 parcels into 2 lots located at Oakwood Elementary School, 1225 N. Oakwood Rd.” A voice vote was taken and approved the motion 7-0. Administrator Mahoney gave an analysis of the Oakwood School Expansion Project rezoning request as stated in her memo. A motion was made by Commissioner Kehoe and seconded by Commissioner Van Aacken for the Planning Commission to approve a recommendation to the Town Board to approve the request by petitioner Nate Considine, Bray Architects, on behalf of James Fochs, Oshkosh Area School District, to rezone a portion (Lot 1) of the Oakwood Elementary School property at 1225 N. Oakwood Rd, from A-2 General Agriculture District to B-3 General Business District contingent on the final recording of the CSM creating Lot 1. A voice vote was taken and approved the motion 7-0. Administrator Mahoney gave an analysis of the Oakwood School Expansion Project site plan as stated in her memo. A revised site plan was shown and Mr. Considine explained the changes made from the previous version regarding access to the new building in response to the fire department. The hydrant locations are still pending approval by the fire department and sanitary district and that should be added as a condition of approval. There was further discussion by the commission on law enforcement being consulted on traffic patterns near the school. A motion was made by Commissioner Van Aaken and seconded by Commissioner Kehoe for the Planning Commission to approve a recommendation to the Town Board to approve the Site plan for Oakwood Elementary School expansion, located at 1225 N. Oakwood Rd, as requested by petitioner Nate Considine, Bray Architects, on behalf of James Fochs, Oshkosh Area School District: - Contingent on approval of the rezone a portion (Lot 1) of the Oakwood Elementary School property at 1225 N. Oakwood Rd, from A-2 General Agriculture District to B-3 General Business District; and - Conditioned on the Stormwater Management Practices Maintenance Agreement between the developer and Winnebago County is signed and recorded; and - Conditioned on the hydrant locations be approved by the Town of Algoma Fire Department and Algoma Sanitary District. A voice vote was taken and approved the motion 7-0. Chairman Martin introduced agenda Item 6, Planning Commission Appointments and Structure. Administrator Mahoney provided the details on current terms and the process for reappointment. On a motion by Commissioner Kehoe and seconded by Commissioner Van Aacken passed on a unanimous voice vote, the Planning Commission adjourned at 6:59 p.m. Respectfully submitted, Maggie Mahoney, Administrator Page 1 of 4 AGENDA MEMORANDUM To: Planning Commission Chairperson and Members From: Maggie Mahoney, Administrator Date: April 15, 2026 RE: Discussion and Possible Action re: Variance request by petitioner Vienola Properties, LLC, on behalf of 1310 E Main Street LLC to reduce setbacks to build a house on parcel parcel 002-002804. GENERAL INFORMATION: Petitioner: Vienola Properties LLC P .O. Box 8042 Oshkosh, WI 54903 Owner: 1310 E Main Street LLC P .O. Box 3911 Oshkosh, WI 54903 Past Planning Discussion(s): None Variance Explanation and Process: Recognizing that there may be situations where the enforcement of a zoning regulation could cause unnecessary hardship to individual landowners, the state legislature established a mechanism to allow a county to issue a variance in those instances where a minor deviation would be appropriate to alleviate such hardship without circumventing or undermining the intent of the county’s zoning regulations. The Town Planning Commission may render a recommendation to the Town Board and the Town Board may render a recommendation to the County Board of Adjustment based on the decision criteria provided to either 1) approve the variance; 2) approve the variance with conditions, or 3) deny the variance. The County will hold a public hearing on the variance prior to county consideration. As of the time of this memo the hearing has not yet been scheduled but is anticipated to occur in May. Page 2 of 4 Variance Request: The prospective buyer wants to build a house on this smaller parcel which would require a variance to reduce the shore yard, rear yard and road right of way setbacks as follows: Shore yard: Required: 75' Proposed: 61.38' Rear yard: Required: 25' Proposed: 12.67' Road Right of Way: Required: 30' Proposed: 21.94' Property Location and Type: The property is a .28 acres undeveloped lot to the south of 1900 Leonard Point Road across the street from the northeast corner of the former quarry property. The lot has a an existing drainage easement for the stream and culvert in the southwest corner of the property. The parcel is in the protected area of the boundary agreement with the City of Oshkosh. ANALYSIS: The proposed variance allows for a house to be built on this lot. This request is also taking into consideration that a new drainage easement going further into the property will be needed to Page 3 of 4 extend the culvert and realign the stream as part of the Leonard Point Road reconstruction project. The following is an analysis of each requested setback reduction: Shore yard: The 75 feet shoreline/Original High Water Mark (OHWM) setback requirement is a standard setback on all navigable streams, which exists in the southwest corner of this lot. In discussion with the county staff of this setback, variances to reduce this setback are fairly common within the town, particularly along the shore. A common way to determine if a shore yard reduction variance is reasonable is to consider it against the average distance of existing properties along that stream. Staff reviewed the 5 existing properties along this stream and the average distance from the streambed is 33 feet, which is well below the proposed 61 feet (see attached analysis). Additionally, the downstream condition of the properties are conducive with this request. Both reductions would be acceptable with the future drainage easement. Rear yard: The proposed reduction is consistent with the distance of the existing home on the parcel to the north, and aligns with the backyard/open area (not house) of the parcel directly to the east. Road right of way: The proposed reduction is consistent with the setback of the existing house on the parcel to the north (1900 Leonard Point Road). Staff do not make recommendations on variances. The following is the formal criteria used to assess the request at the county level and should be used by the planning commission in their recommendation—the petitioner had to address each in their application to the county (see attached): 1. The requirement in question would unreasonably prevent the property owner from using the property for a permitted purpose or would render conformity with such requirement unnecessarily burdensome and such circumstances were not self- created. 2. The subject property has unique physical characteristics or limitations that prevent the property from being developed in compliance with the requirement in question. 3. The granting of the variance will not be contrary to or harm the public interest given the general purposes of the zoning regulations and the specific purposes of the requirement in question. The Board of Adjustment shall grant a variance only if the board can make an affirmative finding for all of the criteria and they may apply conditions. Page 4 of 4 ACTION: The following are examples of motions the Planning Commission could take: “Motion to recommend approval to the Town Board of the variance request by petitioner Vienola Properties, LLC, on behalf of 1310 E Main Street LLC to reduce setbacks to build a house on parcel parcel 002-002804.” “Motion to recommend denial to the Town Board of the variance request by petitioner Vienola Properties, LLC, on behalf of 1310 E Main Street LLC to reduce setbacks to build a house on parcel parcel 002-002804.” “Motion to recommend approval to the Town Board of the variance request by petitioner Vienola Properties, LLC, on behalf of 1310 E Main Street LLC to reduce setbacks to build a house on parcel parcel 002-002804 with the following conditions: (list specific conditions)” ATTACHMENTS: 1. Proposed site plan 2. Shore yard average distance analysis 3. County application variance criteria responses 4. Town application Here are the distances for the 5 properties within the 75 feet shore yard setback along this section of stream: 36 feet (1895 LPR) 40 feet (1850 LPR) 22 feet on north (3500 LP Ln), 25 feet on south (2490 LP Ln) 40 feet (3350 Bambi Ln) Average of all 5 properties = 32.6 feet Average minus 2 Leonard Point Lane properties = 38.7 feet 36 feet 40 feet 22 feet 25 feet 40 feet See new site plan on the right above where we asked the developer to shift the house to the north 10 feet (inline with the garage). Looking at general area where the new drainage easement area will be, the new proposed location puts it ~7.33 feet further away, making it ~32.33 feet from the new drainage easement—this approximately the average distance for the 5 properties within the shoreland setback along this stream from above. This property is higher than the property to the south (the Martins). Page 1 of 3 AGENDA MEMORANDUM To: Planning Commission Chairperson and Members From: Maggie Mahoney, Administrator Date: April 15, 2026 RE: Discussion and Possible Action re: Springhetti Lake Phase 1 Final Plat by petitioner Scott Anderson, Davel Engineering, on behalf of Dan Springhetti, for property parcel numbers 002-0022, 002-0020, 002-0025, 002-0027, and 002-0027-01. GENERAL INFORMATION: Petitioner: Scott Anderson, Davel Engineering 1164 Province Terrace Menasha, WI 54952 Owner: Dan Springhetti 975 West American Drive Neenah, WI 54956 Action Requested: Petitioner is requesting approval of the final plat for phase 1 of the development on behalf of the property owner. Past Planning Discussion(s): In July 2024 the town approved rezoning these parcels from A-2 General Agriculture to R-2 Suburban Residential District. In May 2025 the town approved the preliminary plat with conditions. Final Plat Process: The Planning Commission will review and make a recommendation to the Town Board to: a. Approve the final plat; b. Approve the final plat with conditions; or c. Deny the final plat. PRELIMINARY PLAT: In May 2025 the Town Board approved the Preliminary Plat for Springhetti Lake to redevelop the Michels Stone Quarry into a private residential lake development. The development will be managed by an Home Owners Association and include 26 single-family lots and 28 townhomes. The Board provided the following conditions for the approval of the preliminary plat: 1. Correct lot number 90 to 20. 2. Add cul-de-sac radius measurement. Page 2 of 3 3. Add note to the preliminary plat to identify who will own and maintain outlot 1 (OL 1) and the private road (Prosperity Way) right of way. 4. Identify construction Phases on the preliminary plat including showing the future plan for Lot 27. The future plan for Lot 27 must meet all design and safety requirements. 5. Show regulated wetlands on the preliminary plat and plan set per the Wetland Delineation Report. 6. Show the location and detail of the water access point for emergency personnel. If located deep within the private development the town may require ingress/egress 7. A drainage easement shall be established along the existing stream channel along the west property line from the relocated stream channel north to where the existing stream waterfalls into the quarry/lake that maintains the drainage pattern from the town right of way and Scarlet Oak plat from the west. 8. To ensure the navigable stream channel is maintained in perpetuity, a 150’ wide drainage easement from the west property line to the lake is required and a 70’ wide drainage easement from the lake to Leonard Point Road is required. Owners of Lots 1-27 shall be responsible for future maintenance of lands within permanent drainage easements. If not maintained, Town and/or County shall have authority to maintain and assess costs back to owners of Lots 1-27. 9. Provide 100-year dry land access at the stream realignment portion in order to protect and maintain access to the north end of the cul-de-sac. That culvert shall be rated to support large trucks (fire, garbage, construction etc). 10. Confirmation that utilities can service these parcels, to include approval of annexation of parcels 002-0020, 002-0027, and 002-002701 into Algoma Sanitary District #1. 11. Execution of a developer’s agreement between the Developer and the Town. 12. Review and approval of an erosion control/grading/stormwater management plan for the proposed subdivision by Winnebago County. 13. Review and approval by Winnebago County Planning and Zoning. 14. Review and approval by the Wisconsin Department of Natural Resources. Met 15. Review and approval by the State of Wisconsin Department of Administration, or its successor department. 16. Review and approval by the Army Corp of Engineers. 17. If required by Winnebago County & Zoning, approval of a Planned Development District. The majority of these conditions have been met per the revised plat dated 5/14/2025, which was the version considered at the May Board meeting, or with this phase 1 final plat. Because the final plats are being considered in phases, not all of these conditions must be met for phase 1, but ultimately all of the conditions must be met with all of the final phases. The few of the conditions have not been met for Phase 1. The original conditions, as well as recommendations to address them, are as follows: 10. Confirmation that utilities can service these parcels, to include approval of annexation of parcels 002-0020, 002-0027, and 002-002701 into Algoma Sanitary District #1. Provide responses from the utilities other than the Algoma Sanitary District that they can service these properties. Page 3 of 3 One option would be confirming that the preliminary plat been submitted them to properly determine easements. 11. Execution of a developer’s agreement between the Developer and the Town. 12. Review and approval of an erosion control/grading/stormwater management plan for the proposed subdivision by Winnebago County. These conditions must be met to satisfy the Preliminary Plat approval for phase 1, which is a condition for phase 1 final plat approval. PHASE 1 FINAL PLAT: The Phase 1 Final Plat dated 4.8.26 is attached. Town staff have consulted with the town attorney and engineer to confirm that the phase 1 final plat is in substantial conformance with the approved preliminary plat with conditions as noted in the recommended action. RECOMMENDED ACTION: Should the Planning Commission have edits/additions to these conditions the language should be clearly stated and included in the motion. Should the Planning Commission recommend denial, those reasons must be clearly identified and included in the motion. Staff recommends conditional approval of Phase 1 Final Plat subject to all of the conditions identified being met. If the Planning Commission agrees, the following motion may be made: “Motion to recommend approval of the proposed Phase 1 Final Plat for Springhetti Lake to the Town Board subject to the following conditions being met: 1. Preliminary Plat Approval for Phase 1 – see remaining conditions to be met listed above. 2. Confirmation of easements and any additional provisions for Algoma Sanitary District #1. 3. Updates to the erosion control plan to reflect the grading and channel improvements required to realign the existing channel within the proposed 45’ Drainage Easement along the west property line on the plat. 4. Financial guarantee for the cost for the sediment basin on Lot 1. 5. All agreements are covenants running with the land. 6. The developer agreement cannot be assigned to another person/entity without the Town’s permission. 7. Review and approval by Winnebago County Planning and Zoning. 8. Review and approval by the State of Wisconsin Department of Administration, or its successor department. 9. Review and approval by any other objecting agency. ATTACHMENTS: 1. Phase 1 Final Plat dated 4.8.26 2. Town application R60' S 89°09'19" E 674.03' S 89°09'19" E 825.64'S 01°14'18" W 219.13' S 00°52'34" W 1892.87' N 89°09'19" W 1511.02' N 01°13'17" E 2112.05' 12 1 23457891011 6 OL 3 S 00°52'34" W 1892.87' 548.59' 1563.46' 33' 150' DrainageEasement Future Prosperity Way Leonard Point Road Private Road Future Prosperity WayPrivate Road CL 33' 33' 33' Existing Navigable Stream - ExistingPublic and Emergency Access viaStream Bed 150' 33' OL 1 150' Springhetti LakeOutlot 2 Temporary Easement forWetpond / Sediment Basin(To be removed upon thecompletion of Town RegionalPond Construction) Temporary Easement for Wetpond/ Sediment Basin Spillway(To be removed upon thecompletion of Town RegionalPond Construction) (62,465 SF Dedicated to the publicFor Road Way Purpose) 45' 45' 40' Drainage Easement &Emergency Access Easement(EMS & Fire Department) 1783.53'76.34' 33.00' Drainage Easement Drainage Easement 25' Storm Sewer Easement(Existing Pipe - Jones Plat)290' 25' 12'30'30' Building Setback (Unless Noted)12' Utility Easement (Unless Noted)Right-of-way Line (Leonard Point) LEGEND114" x 18" Steel Rebar@ 4.30lbs/LF SET34" x 18" Steel Rebar@ 1.50lbs/LF SETAll Other Corners114" Rebar Found34" Rebar Found1" Iron Pipe FoundGovernment Corner FoundRecorded As( )Lot Areas in Square FeetSFDelineated WetlandsDavel Engineering 2024 NOTES1.All linear measurements have been madeto the nearest one hundredth of a foot.2.All bearings are computed and measuredto the nearest second. Lot Areas in AcresacMeander LineML All of the Southeast 1/4 of the Southeast 1/4; Part of the Southwest 1/4 of the Southeast 1/4; Part of the Northwest 1/4 of the Southeast 1/4; Part ofthe Northeast 1/4 of the Southeast 1/4; ALL of Section 7, Township 18 North, Range 16 East, Town of Algoma, Winnebago County, Wisconsin File: 8350Final1.dwgDate: 04/08/2026Drafted By: scottSheet: 1 of 4 FORWARD There are no objections to this plat with respect to Secs. 236.15, 236.16, 236.20 and 236.21(1) and (2),Wis. Stats. as provided by s. 236.12, Wis. Stats.Certified __________________, 20_____ Department of Administration NO SCALE LOCATION MAPSE 1/4 SEC 7, T 18 N, R 16 E,TOWN OF ALGOMAWINNEBAGO COUNTY, WILeonard Point Road ProjectLocation 07 08 Greenbriar Trail Leonard Point Road Lake Buttedes Morts Scarlet Oak Trail 07080708 1707 18 07 18 DAVEL ENGINEERING &ENVIRONMENTAL, INC.Civil Engineers and Land Surveyors1164 Province Terrace, Menasha, WI 54952Ph: 920-991-1866www.davel.pro Springhetti Lake 1000100200300 Scale 1" = 100'Bearings are referenced to the South line of theSoutheast 1/4, Section 07, T18N, R16E,assumed to bear S89°09'19"E, base on theWinnebago County Coordinate System. Outlot Statement:Outlot 1: To be Owned by the Home Owners Association of thisSubdivision as open space.Outlot 2: Springhetti Lake (Flooded Quarry Floor) and subject to ThePublic Trust Doctrine. Adjoining lots are subject to Riparian Rights. Lotowners of Lots abutting the Lake shall share equal undivided fractionalinterest in Outlot 2.Outlot 3: To be retained By developer for Future ResidentialDevelopment.Notes:1. Wetland: Wetland Confirmation Letter WIC-NE-2024-71-02639, USArmy Corps of Engineers Approved Jurisdictional Determination#MVP-2013-00542-CJB and Non-Federal Exemption File #EXE-NE-2025-71-01816 & EXE-NE-2026-71-00185 exist within the plat. Additional permits or exemptions will be required prior to development onOutlot 1 & 3 if wetlands will be impacted.2. Any land below the ordinary high water mark of a lake or a navigablestream is subject to the public trust in navigable waters that is establishedunder article IX, section 1, of the state constitution.Scott R. AndersenDate Professional Land SurveyorNo. S-3169 Revision Date: Mar 10, 2026Original Submittal: Mar 02, 2026Revision Date: Apr 08, 2026 N42°22'38"W88 ± 1,017,165 SF ± TotalOL 3 S 00°52'34" W 1892.87' N 89°09'19" W 1511.02' 1255,256 SF ± Total 748,324 SF ± Total 848,012 SF ± Total 951,077 SF ± Total 1049,562 SF ± Total 1140,042 SF ± Total 651,056 SF ± Total 47,532 SF to ML 44,811 SF to ML 36,243 SF to ML 53,279 SF to ML 955,812 SF to ML 46,704 SF to ML 44,801 SF to ML 43,971 SF to ML L2 S 89°07'26" E 412' ± 120.00'120.00' S 89°07'26" E 396' ± 120.00' S 89°07'26" E 410' ±S 89°07'26" E 444' ± 120.00' S 89°07'26" E 378' ± 120.00'122.15' S 89°07'26" E 309' ±S 64°01'11" E 290.43' 251.84' S 00°52'34" W 1892.87' 381.27' 31'±30'± 365.41'379.30' 31'±31'± 412.90' 333.96' 44' 30'± 279.33' 57.68'30'± 1563.46' 1478.02'33.00' Springhetti LakeOutlot 2 453.41' 94' ± 87' ± N76°41'05"E306.87' S89°19'42"E 33' ± N65°57'03"E 133.70' N76°41'05"E 308.68' N65°57'03"E152.48' S89°19'42"E 21' ± 150' DrainageEasement Future Prosperity WayPrivate Road Future Prosperity WayPrivate Road CL 121.04'121.04'48.25'74.95'124.62'143.64' 112.93'28.79'89.66' N36° 53' 20"W 208.68' S06° 39' 17"E 290.33'S16° 31' 12"W 199.57'S32° 27' 48"E 256.57' S15° 51' 40"W 118.45' S82° 14' 58"W98.89 N87° 47' 29"W115.17 N79° 21' 27"W116.82 N17° 07' 48"W115.41 N79° 01' 11"W143.65 N46° 09' 11"W86.50 N1° 24' 06"E126.55 181.43' 150' N54°03'00"E66.56' 150' (62,465 SF Dedicated to the publicFor Road Way Purpose) 45' N52°13'47"E 35' ± N52°13'47"E 32' ± N52°13'47"E 32' ± S00°54'06"W 41' ±N00°54'06"E 30' ±S00°54'06"W 30' ± N88°56'31"W 30' ± N88°56'31"W 30' ± 6 1783.53'76.34' Drainage Easement 262.19' N 13°50'56" W 231.05' 25' Storm Sewer Easement(Existing Pipe - Jones Plat)290' 25' LEGEND114" x 18" Steel Rebar@ 4.30lbs/LF SET34" x 18" Steel Rebar@ 1.50lbs/LF SETAll Other Corners114" Rebar Found34" Rebar Found1" Iron Pipe FoundGovernment Corner FoundRecorded As( )Lot Areas in Square FeetSFDelineated WetlandsDavel Engineering 2024 NOTES1.All linear measurements have been madeto the nearest one hundredth of a foot.2.All bearings are computed and measuredto the nearest second. Lot Areas in AcresacMeander LineML12'30' 30' Building Setback (Unless Noted)12' Utility Easement (Unless Noted)Right-of-way Line (Leonard Point) 1=80 LINE TABLELineL1L2L3L4L5L6L7 BearingS 01°13'17" WN 76°41'05" EN 01°13'17" EN 13°20'15" EN 71°29'06" EN 02°15'02" EN 71°29'06" E Length953.39'46.49'837.73'86.03'43.03'42.78'110.84' All of the Southeast 1/4 of the Southeast 1/4; Part of the Southwest 1/4 of the Southeast 1/4; Part of theNorthwest 1/4 of the Southeast 1/4; Part of the Northeast 1/4 of the Southeast 1/4; ALL of Section 7,Township 18 North, Range 16 East, Town of Algoma, Winnebago County, Wisconsin File: 8350Final1.dwgDate: 04/08/2026Drafted By: scottSheet: 2 of 4 FORWARD There are no objections to this plat with respect to Secs. 236.15, 236.16, 236.20 and 236.21(1) and (2),Wis. Stats. as provided by s. 236.12, Wis. Stats.Certified __________________, 20_____ Department of Administration NO SCALE LOCATION MAPSE 1/4 SEC 7, T 18 N, R 16 E,TOWN OF ALGOMAWINNEBAGO COUNTY, WI 07 0818 17 Leonard Point Road ProjectLocation 07 0718 07 0807 08 Greenbriar Trail Leonard Point RoadLake Buttedes Morts Scarlet Oak Trail DAVEL ENGINEERING &ENVIRONMENTAL, INC.Civil Engineers and Land Surveyors1164 Province Terrace, Menasha, WI 54952Ph: 920-991-1866www.davel.pro Springhetti Lake 80'0'80'160'240' Scale 1" = 80'Bearings are referenced to the South line of theSoutheast 1/4, Section 07, T18N, R16E,assumed to bear S89°09'19"E, base on theWinnebago County Coordinate System. Match Line Scott R. AndersenDate Professional Land SurveyorNo. S-3169 Outlot Statement:Outlot 1: To be Owned by the Home Owners Association of this Subdivision as open space.Outlot 2: Springhetti Lake (Flooded Quarry Floor) and subject to The Public Trust Doctrine. Adjoining lots are subject toRiparian Rights. Lot owners of Lots abutting the Lake shall share equal undivided fractional interest in Outlot 2.Outlot 3: To be retained By developer for Future Residential Development.Notes:1. Wetland: US Army Corps of Engineers Approved Jurisdictional Determination #MVP-2013-00542-CJB and Non-FederalExemption File # EXE-NE-2025-71-01816 & EXE-NE-2026-71-00185 exist within the plat. Additional permits or exemptionswill be required prior to development on Outlot 1 & 3 if wetlands will be impacted.2. Any land below the ordinary high water mark of a lake or a navigable stream is subject to the public trust in navigablewaters that is established under article IX, section 1, of the state constitution.3. Ordinary High Water Mark (OHWM) of Stream and Lake are Approximate and for Reference Only. Verify with the Townand/or County if an OHWM Determination will be required Prior to Construction to establish a true OHWM Setback Line. Revision Date: Mar 10, 2026Original Submittal: Mar 02, 2026Revision Date: Apr 08, 2026 R60' S 89°09'19" E 674.03' S 89°09'19" E 825.64' S 01°14'18" W 219.13' S 00°52'34" W 1892.87' N 01°13'17" E 2112.05' 1113,931 SF ± Total 248,980 SF ± Total 336,476 SF ± Total 432,646 SF ± Total 554,046 SF ± Total 192,839 SF ± TotalOL 1 6 156,263 SF to ML 43,540 SF to ML 31,855 SF to ML 30,040 SF to ML 45,214 SF to ML 89,878 SF to ML Springhetti Lake1,128,398 SF ±Flooded Quarry FloorBelow the OHWMOutlot 2 L1L3 L4L5L7 L6 209.54' S 89°07'26" E 383' ± S 89°07'26" E 261' ± 150.00'150.00' S 89°07'26" E 226' ± 150.00' S 89°07'26" E 244' ± 150.00' S 89°07'26" E 431' ± 120.00' 33.00' S 89°09'19" E 728' ±697.89' 30'± 350.62' 33'± 31'± 229.92' 194.81' 31'± 205.71' 38'±397.14' 34'± 33.00' 73.21' 30'± 548.59' 33' N 88°46'43" W 103' ± 166.52' 40' ± 37.00' S89°09'19"E97' ± Leonard Point Road 33' 33' 33' 121.04' N53° 40' 50"W 460.35' S89° 24' 46"E 485.82' S62° 28' 54"E90.08 S24° 34' 06"E125.18 S76° 19' 37"E 313.40' S15° 43' 57"E 145.82' S37° 56' 45"E 192.53' S12° 17' 42"E 154.05'S05° 01' 56"W 150.40' S52° 47' 36"W 243.19' N15° 49' 02"E138.01N 00°59'00" E 203.75' N02° 03' 38"E 362.02'N39° 51' 24"E 111.09' Existing Navigable Stream - Existing Publicand Emergency Access via Stream Bed 513.75' S89°11'33"W 554' ± N89°09'19"W 165.47' 641.03' S19°10'59"E55.15' 33' Temporary Easement for Wetpond/ Sediment Basin(To be removed upon thecompletion of Town RegionalPond Construction)N01°08'21"W35.48' N32°04'04"W74.38'N01°01'27"W 111.61' 125.26' 39.46' N21°49'00"E35.34'S36°48'58"W40.78'50.76'37.50' 156.82' 193.80' Temporary Easement for Wetpond /Sediment Basin Spillway(To be removed upon the completion ofTown Regional Pond Construction) 45' 40' 597.99'L7 to South Line ofExisting 50' DrainageEasement 24.76' S63°37'40"W 30' ± N88°56'31"W 32' ± West Line of Outlot 1 Drainage Easement & EmergencyAccess Easement(EMS & Fire Department) 6 Drainage Easement LEGEND114" x 18" Steel Rebar@ 4.30lbs/LF SET34" x 18" Steel Rebar@ 1.50lbs/LF SETAll Other Corners114" Rebar Found34" Rebar Found1" Iron Pipe FoundGovernment Corner FoundRecorded As( )Lot Areas in Square FeetSFDelineated WetlandsDavel Engineering 2024 NOTES1.All linear measurements have been madeto the nearest one hundredth of a foot.2.All bearings are computed and measuredto the nearest second. Lot Areas in AcresacMeander LineML12'30' 30' Building Setback (Unless Noted)12' Utility Easement (Unless Noted)Right-of-way Line (Leonard Point) 1=80 LINE TABLELineL1L2L3L4L5L6L7 BearingS 01°13'17" WN 76°41'05" EN 01°13'17" EN 13°20'15" EN 71°29'06" EN 02°15'02" EN 71°29'06" E Length953.39'46.49'837.73'86.03'43.03'42.78'110.84' All of the Southeast 1/4 of the Southeast 1/4; Part of the Southwest 1/4 of the Southeast 1/4; Part of theNorthwest 1/4 of the Southeast 1/4; Part of the Northeast 1/4 of the Southeast 1/4; ALL of Section 7,Township 18 North, Range 16 East, Town of Algoma, Winnebago County, Wisconsin File: 8350Final1.dwgDate: 04/08/2026Drafted By: scottSheet: 3 of 4 FORWARD There are no objections to this plat with respect to Secs. 236.15, 236.16, 236.20 and 236.21(1) and (2),Wis. Stats. as provided by s. 236.12, Wis. Stats.Certified __________________, 20_____ Department of Administration NO SCALE LOCATION MAPSE 1/4 SEC 7, T 18 N, R 16 E,TOWN OF ALGOMAWINNEBAGO COUNTY, WI 07 0818 17 Leonard Point Road ProjectLocation 07 0718 07 0807 08 Greenbriar Trail Leonard Point RoadLake Buttedes Morts Scarlet Oak Trail DAVEL ENGINEERING &ENVIRONMENTAL, INC.Civil Engineers and Land Surveyors1164 Province Terrace, Menasha, WI 54952Ph: 920-991-1866www.davel.pro Springhetti Lake 80'0'80'160'240' Scale 1" = 80'Bearings are referenced to the South line of theSoutheast 1/4, Section 07, T18N, R16E,assumed to bear S89°09'19"E, base on theWinnebago County Coordinate System. Match LineOutlot Statement:Outlot 1: To be Owned by the Home Owners Association of this Subdivision as open space.Outlot 2: Springhetti Lake (Flooded Quarry Floor) and subject to The Public Trust Doctrine. Adjoining lots are subject to RiparianRights. Lot owners of Lots abutting the Lake shall share equal undivided fractional interest in Outlot 2.Outlot 3: To be retained By developer for Future Residential Development.Notes:1. Wetland: US Army Corps of Engineers Approved Jurisdictional Determination #MVP-2013-00542-CJB and Non-Federal ExemptionFile # EXE-NE-2025-71-01816 & EXE-NE-2026-71-00185 exist within the plat. Additional permits or exemptions will be required priorto development on Outlot 1 & 3 if wetlands will be impacted.2. Any land below the ordinary high water mark of a lake or a navigable stream is subject to the public trust in navigable waters that isestablished under article IX, section 1, of the state constitution.3. Ordinary High Water Mark (OHWM) of Stream and Lake are Approximate and for Reference Only. Verify with the Town and/orCounty if an OHWM Determination will be required Prior to Construction to establish a true OHWM Setback Line. Scott R. AndersenDate Professional Land SurveyorNo. S-3169 Revision Date: Mar 10, 2026Original Submittal: Mar 02, 2026Revision Date: Apr 08, 2026 All of the Southeast 1/4 of the Southeast 1/4; Part of the Southwest 1/4 of the Southeast 1/4; Part of theNorthwest 1/4 of the Southeast 1/4; Part of the Northeast 1/4 of the Southeast 1/4; ALL of Section 7,Township 18 North, Range 16 East, Town of Algoma, Winnebago County, Wisconsin File: 8350Final1.dwgDate: 04/08/2026Drafted By: scottSheet: 4 of 4 FORWARD There are no objections to this plat with respect to Secs. 236.15, 236.16, 236.20 and 236.21(1) and (2),Wis. Stats. as provided by s. 236.12, Wis. Stats.Certified __________________, 20_____ Department of AdministrationDAVEL ENGINEERING &ENVIRONMENTAL, INC.Civil Engineers and Land Surveyors1164 Province Terrace, Menasha, WI 54952Ph: 920-991-1866www.davel.pro Springhetti Lake Utility Easement ProvisionsAn easement for electric, natural gas, and communications service is hereby granted bySpringhetti's Real Estate LLC, Grantor, to:Wisconsin Electric Power Company and Wisconsin Gas, LLC, Wisconsin corporations doing business as We Energies, Grantee,SBC, Grantee,andTime Warner Cable, Granteetheir respective successors and assigns, to construct, install, operate, repair, maintain and replace from time to time, facilities used in connection with overhead and underground transmission and distribution of electricity and electric energy, natural gas, telephone and cable TV facilities for such purposes as the same is now or may hereafter be used, all in, over, under, across, along and upon the property shown within those areas on the plat designated as ”Utility Easement Areas” and the property designated on the plat for streets and alleys, whether public or private, together with the right to install service connections upon, across within and beneath the surface of each lot to serve improvements, thereon, or on adjacent lots; also the right to trim or cut down trees, brush and roots as may be reasonably required incident to the rights herein given, and the right to enter upon the subdivided property for all such purposes. The Grantees agree to restore or cause to have restored, the property, as nearly as is reasonably possible, to the condition existing prior to such entry by the Grantees or their agents. This restoration, however, does not apply to the initial installation of said underground and/or above ground electric facilities, natural gas facilities, or telephone and cable TV facilities or to any trees, brush or roots which may be removed at any time pursuant to the rights herein granted. Structures shall not be placed over Grantees' facilities or in, upon or over the property within the lines marked “Utility Easement Areas” without the prior written consent of Grantees. After installation of any such facilities, the grade of the subdivided property shall not be altered by more than four inches without written consent of grantees.The grant of easement shall be binding upon and inure to the benefit of the heirs, successors and assigns of all parties hereto.Springhetti's Real Estate LLC Dan Springhetti, Managing MemberDate _________________________________________________________________________________________________________Drainage and Storm Sewer Easement ProvisionsAn easement for Drainage and Storm Sewer Easement Provisions is hereby granted by:Springhetti's Real Estate LLC, Grantor, to:THE Town of Algoma and Winnebago County, Grantee,1.Purpose: The purpose of this easement is for the Grantee to access, install, re-grade, replace, relocate, operate, maintain, resize and repair Drainage, and Storm Sewer Easement and associated appurtenances. Grantee does hereby agree to compensate Grantor fully for any damage caused directly or indirectly from said maintenance, repair, replacement or relocation of Drainage and Storm Sewer and associated appurtenances that occur outside of the easement area. Trees, bushes, branches and roots may be trimmed or removed so as not to interfere with grantee's use of the easement area.2.Access: Grantee or its agents shall have the right to enter the grantor's land for the purpose of exercising its rights in the easement area.3.Buildings or Other Structures: Buildings or any other type of structure shall not be placed over Grantees' facilities or in, upon or over the property within the lines marked “Drainage and/or Storm Sewer Easement ”.4.Elevation: The grantor agrees that the elevation of the existing ground surface within the easement area will not be altered without the written consent of grantee.5.Restoration: Grantee agrees that it will restore subsurface materials on grantor's land, as nearly as is reasonably possible, to the prior existing condition when conducting all future maintenance, resizing or repair activities. Grantor shall be responsible for all surface restoration. Grantee shall not be required to restore or compensate for any improvements or improved surfaces such as, but not limited to, curb and gutter, hard pavements, sidewalks, structures, trees, shrubs and landscaping, disturbed as a result of the maintenance activities described herein.6.Notification: Grantee agrees that it shall give timely notice to the Grantor of routine maintenance work. Grantee and Grantor agree to cooperate in good faith to minimize interference or disruption to the normal facility operations. Grantee shall provide advance notice to Grantor (except in emergency situations, in which event notice shall be provided as soon as is practical) of any activity with a reasonable likelihood of interfering or disrupting the operation Grantor's facility, and to conduct such activities at mutually agreeable times.7.Drainage easements are conveyance paths for storm water. The placement of fill, buildings, berms, retaining walls, fences, trees, landscaping or any other features that impedes drainage or interferes with the flow of water or changes the shape or a drainage easement is strictly prohibited.8.Maintenance of all drainage easements within the land division or serving this subdivision are the sole responsibility of the lot owners for the purpose of conveying and managing storm water through the plat.9.Upon failure of the property owners to perform maintenance of the drainage ways, the Town of Algoma and Winnebago County retains the right to perform maintenance and/or repairs. The payment of the maintenance and/or repairs shall be assessed to the Home Owners Association of this subdivision or where the cause can be specifically identified, then the payment shall be assessed to the specific property owner(s).This Grantor, their respective lessees, successors, heirs or assigns, shall have full use and enjoyment of the property referenced above provided that such use does not interfere with Grantee's right to install, replace, operate, maintain and repair said storm sewer, drainage and associated appurtenances. It is further agreed that after maintaining, repairing, replacing or relocating of said storm sewer, drainage and associated appurtenances Grantee shall restore unimproved surfaces such as grass, gravel and dirt on said property, as closely as possible, to the condition previously existing. Grantee shall not be required to restore or compensate for any improvements or improved surfaces such as, but not limited to, curb and gutter, hard pavements, trees, shrubs and landscaping, disturbed as a result of the maintenance activities described herein. Grantee does hereby agree to compensate fully for any damage caused directly or indirectly from said maintenance, repair, replacement or relocation of said storm sewer, drainage and associated appurtenances, that occur outside of the above described easement area. Buildings or any other type of structure shall not be placed over Grantees’ facilities or in, upon or over the property within the lines marked “storm sewer easement and drainage easement ” Grantee agrees that it shall give timely notice to the Grantor of routine maintenance work.The grant of easement shall be binding upon and inure to the benefit of the heirs, successors and assigns of all parties hereto.Springhetti's Real Estate LLC Dan Springhetti, Managing Member Date Emergency Access Easement ProvisionsAn easement for Access Easement Provisions is hereby granted by:Springhetti's Real Estate LLC, Grantor, to:EMS and Fire and Rescue (any), Grantee,Any EMS or Fire and Rescue personnel acting in the line of duty, shall have the right to travel within the outlined Emergency Access easement to access Springhetti Lake in the event of an emergency. Grantor shall not construct or install buildings or any other permanent structures or improvements within the easement premises.Maintenance of said easements is the sole responsibility of the established Home Owners Association for the purpose of managing and maintaining safe and easy access for the Grantee throughout the easement.This Emergency Access Easement shall be permanent and constitute a covenant running with the land, for the benefit of Any EMS or Fire and Rescue personnel acting in the line of duty. This Easement may only be modified or terminated by a written document signed on behalf of Grantor as long as a new easement of equal or improved width and access is recorded prior to the modification or termination of the one outlined in this subdivision and recorded with the Register of Deeds for Outagamie County.The grant of easement shall be binding upon and inure to the benefit of the heirs, successors and assigns of all parties hereto. Dan Springhetti, Managing MemberDate __________________________________________________________________________________________________________________Temporary Easement for a Wetpond / Sediment Basin and Spillway ProvisionsA Temporary Easement for a Wetpond / Sediment Basin and Spillway Provisions is hereby granted by:Springhetti's Real Estate LLC, Grantor, to:THE Town of Algoma and Winnebago County, Grantee,Grantor hereby grants to Grantee a temporary, non-exclusive easement on, over, and through the area designated as the Temporary Easement Area on Lot 1 of Springhetti Lake Plat. The Easement is granted solely for the purpose of constructing, operating, maintaining, and using a temporary wetpond / sediment basin and spillway, including necessary excavation, inflow/outflow structures, and related grading and dredging. The Easement shall Automatically terminate upon the completion of the Town Regional Pond. Upon termination, all rights granted herein shall revert to the Grantor or owner of Lot 1 of Springhetti Lake Plat, if different.Grantee shall have the right of ingress and egress over the Property for personnel and equipment. Grantee shall comply with all local, state, and federal laws regarding stormwater management and construction activities. Grantee shall not alter the grades of the Grantor's surrounding property beyond the easement area.Grantor retains the right to use the Property for any purpose that does not unreasonably interfere with the use of the Easement by the Grantee. No permanent structures or trees shall be placed within the Easement Area by Grantor during the term of this Easement.The grant of easement shall be binding upon and inure to the benefit of the heirs, successors and assigns of all parties hereto.Springhetti's Real Estate LLC Dan Springhetti, Managing Member Date _________________________________________________________________________________________________________________Town Board Approval CertificateResolved, that the plat of Springhetti Lake in the Town of Algoma, Winnebago County, Springhetti's Real Estate LLC, owners, is hereby approved by the Town Board of the Town of Algoma ChairmanPrint NameDate I hereby certify that the foregoing is a copy of a resolution adopted by the Town Board of the Town of Algoma. ClerkPrint NameDate __________________________________________________________________________________________Treasurer's CertificateWe, being the duly elected, qualified and acting Treasurer's of the Town of Algoma and Winnebago County, do hereby certify that in accordance with the records in our office, there are no unredeemed tax sales and unpaid taxes, or special assessments on and of the land included in this plat. Town TreasurerPrint NameDate County TreasurerPrint NameDate __________________________________________________________________________________________________________________Winnebago County Planning & Zoning Department Approval CertificateWinnebago County Notes:1.Maintenance of all drainage ways, stormwater facilities, and associated structures within the subdivision are the sole responsibility of the property owners of the subdivision, unless otherwise noted on the drainage plan which has been prepared for this subdivision, and which has been approved by and is on file with the Winnebago County Planning & Zoning Department, or as required by the Town of Algoma.2.Upon failure of the property owners to perform maintenance of the drainage ways, stormwater facilities, and associated structures, the County and/or Town retains the right to perform maintenance and/or repairs. The County and/or Town shall have a right to enter any drainage easement or outlot for inspection and, if necessary, maintenance and repair of the drainage ways, stormwater facilities, and associated structures.3.The cost and payment of said maintenance and/or repairs performed by the County and/or Town shall be assessed to the Home Owners Association of this subdivision or where the cause can be specifically identified, then the payment shall be assessed to the specific property owner(s). The purchase of any lot constitutes a waiver of objection and agreement to pay any such assessment which shall be placed on the tax bill as a special assessment.Resolved, that the plat of Springhetti Lake in the Town of Algoma, Winnebago County, Springhetti's Real Estate LLC, owners, is hereby approved by Winnebago County. County Zoning AdministratorPrint NameDate This Final Plat is contained wholly within the property described in the following recorded instruments:the property owner of record:Recording Information:Parcel Number(s):Springhetti's Real Estate LLCDoc No. 19419360020020, 0020022, 0020025, 0020027Doc No. 1941937002002701 Surveyor's CertificateI, Scott R. Andersen, Professional Land Surveyor, hereby certify: That in full compliance with the provisions of Chapter 236 of the Wisconsin Statutes and the subdivision regulations of the Town of Algoma and Winnebago County, and under the direction of Springhetti's Real Estate LLC, owners of said land, I have surveyed, divided and mapped Springhetti Lake that such plat correctly represents all exterior boundaries and the subdivision of the land surveyed; and that this land is located in All of the Southeast 1/4 of the Southeast 1/4; part of the Southwest 1/4 of the Southeast 1/4; part of the Northwest 1/4 of the Southeast 1/4; Part of the Northeast 1/4 of the Southeast 1/4; ALL of Section 7, Township 18 North, Range 16 East, Town of Algoma, Winnebago County, Wisconsin, containing 3,030,275 Sq Ft (69.5655 Ac) of land described as follows:Beginning at the Southeast Corner of Section 07, Township 18 North, Range 16 East; thence, N89°09'19"W along the south line of the Southeast 1/4 of said Section 07, 1511.02 feet; thence, N01°13'17"E, 2112.05 feet; thence, S89°09'19"E, 825.64 feet; thence, S01°14'18"W, 219.13 feet; thence, S89°09'19"E, 674.03 feet to the east line of the Southeast 1/4 of said Section 07; thence, S00°52'34"W along said east line, 1892.87 feet; which is the point of beginning. Subject to easement and restriction of record.Given under my hand this day of , 2026. Scott R. Andersen, Wisconsin Professional Land Surveyor No. S-3169_______________________________________________________________________________________________________________________Owner's Certificate of DedicationSpringhetti's Real Estate LLC, a limited liability company duly organized and existing under and by virtue of the laws of the State of Wisconsin, as the property owner, does hereby certify that said limited liability company caused the land described on this plat to be surveyed, divided, mapped and dedicated as represented on this plat.Springhetti's Real Estate LLC, does further certify this plat is required by s.236.10 or s.236.12 to be submitted to the following for approval or objection: Town of Algoma Winnebago County Department of AdministrationDated this day of , 2026. In the presence of: Springhetti's Real Estate LLC Dan Springhetti, Managing MemberS t a t e o f W i s c o n s i n)__________________County) ssPersonally came before me this _____ day of ______________________, 2026, the above the property owner(s) to me known to be the persons who executed the foregoing instrument and acknowledge the same.________________________________ My Commission Expires ____________________Notary Public, Wisconsin_______________________________________________________________________________________________________________________Mortgagee's CertificateNicolet National Bank, a corporation duly organized and existing under and by virtue of the laws of the State of Wisconsin, Mortgagee of the above described land, does hereby consent to the surveying, dividing, mapping and dedication ofthe land described on this plat, and does hereby consent to the above certificate of Springhetti's Real Estate LLC, owner.IN WITNESS WHEREOF, the said Nicolet National Bank has caused these presents to be signed by________________, its President, and countersigned by___________________________, its Secretary or Cashier, at_________________, Wisconsin, and its corporate seal to be hereunto affixed this __________ day of ________________, 2026.In the presence of:_____________________________________(Corporate Seal)Corporate Name By By PresidentSecretary or Cashierprint name print nameS t a t e o f W i s c o n s i n)_________________County) ssPersonally came before me this __________ day of__________________, 20_____, ____________________, President,and _______________________, Secretary (cashier) of the above named corporation, to me known to be the persons who executed the foregoing instrument, and to me known to be such President and Secretary (cashier) of said corporation, and acknowledged that they executed the foregoing instrument as such officers as the deed of said corporation, by its authority. _______________________________ My Commission Expires ____________________Notary Public, Wisconsin Revision Date: Mar 10, 2026Original Submittal: Mar 02, 2026Revision Date: Apr 08, 2026 K. Reinbold 3/4/2026 $2000.00 Page 1 of 1 AGENDA MEMORANDUM To: Planning Commission Chairperson and Members From: Maggie Mahoney, Administrator Date: April 15, 2026 RE: Town Projects at 3695 Leonard Point Road The town has submitted an application for review of a certified survey map (CSM) and zoning map amendment (rezoning) in order to proceed in the property acquisition at 3695 Leonard Point Road for the Leonard Point Pond Project. This memo serves as an overview to explain the project and reason for each action. Each request has a separate analysis memo and will be considered individually. GENERAL INFORMATION: Petitioner: Maggie Mahoney, Town Administrator Town of Algoma 15 N. Oakwood Rd Oshkosh, WI 54904 Owner: Bruce and Joan Donner 3695 Leonard Point Road Oshkosh, WI 54904 Past Planning Discussion(s): none PROJECT OVERVIEW: The town has signed offer to purchase Outlot 1, ~2.6 acres, from the Donners to construct a regional stormwater detention pond (Leonard Point Pond). Outlot 2, ~.37 acres, is being created to simplify the legal description of the lands that will be purchased in the near future by the town for street right-of-way that are not a part of the storm water needs. This way the Donners will end up with a clean legal description of their remaining lands after all lands are purchased. The outlots must also be rezoned to conform to zoning standards for parcel size, lot width and road frontages. Both outlots will be purchased later this year. Construction of the stormwater detention pond is planned for 2027. Reconstruction of Leonard Point Road is scheduled for 2028. ATTACHMENTS: 1. Leonard Point Pond Drainage Map 2. Application Page 1 of 2 AGENDA MEMORANDUM To: Planning Commission Chairperson and Members From: Maggie Mahoney, Administrator Date: April 15, 2026 RE: Discussion and Possible Action re: Certified Survey Map by petitioner Maggie Mahoney, Town of Algoma, on behalf of Bruce and Joan Donner, to create 2 outlots at 3695 Leonard Point Road (parcel 002-0021). Action Requested: The town is requesting approval of the proposed Certified Survey Map on behalf of the property owner to create Outlot 1 and Outlot 2 on parcel 002-021. Property Location and Type: The property is just over 17 acres and zoned A-2 General Agriculture. The proposed outlots amount to ~3 acres of this property. The parcel is in the protected area of the boundary agreement with the City of Oshkosh. ANALYSIS: The proposed CSM would create two outlots as described above that need to meet the dimensional standards of the proposed R-1 Rural Residential zoning district in Chapter 23: Town/County Zoning of the Winnebago County Municipal Code, Exhibit 8-2 as follows: Page 2 of 2 The proposed outlots appear to meet the dimensional and requirements and do not conflict with any local, county, or regional plans. RECOMMENDED ACTION: Staff recommends approval of CSM as presented. Should the Planning Commission agree, the following motion may be made: “Motion to recommend approval to the Town Board of the Certified Survey Map by petitioner Maggie Mahoney, Town of Algoma, on behalf of Bruce and Joan Donner, to create 2 outlots at 3695 Leonard Point Road (parcel 002-0021). ” ATTACHMENTS: 1. Proposed CSM to create Outlots 1 and 2 LOT 1 OUTLOT 1 OUTLOT 2 McMAHON ASSOCIATES, INC.1445 McMAHON DRIVE NEENAH, WI 54956Mailing: P.O.BOX 1025 NEENAH, WI 54957-1025PH 920.751.4200 FX 920.751.4284 MCMGRP.COM McMAHON·· Page 1 of 2 AGENDA MEMORANDUM To: Planning Commission Chairperson and Members From: Maggie Mahoney, Administrator Date: April 15, 2026 RE: Discussion and Possible Action re: Request by petitioner Maggie Mahoney, Town of Algoma, on behalf of Bruce and Joan Donner, to rezone Outlot 1 and Outlot 2 at 3695 Leonard Point Road (parcel 002-0021) from A-2 General Agriculture District to R-1 Rural Residential District. Action Requested: The town is requesting approval of a zoning map amendment in order for the two outlots to conform to zoning standards for parcel size, lot width and road frontages. Subject Site: Existing Land Use Zoning Residential A-2 General Agriculture District Adjacent Land Use and Zoning: Existing Land Uses Zoning North Residential R-1 Rural Residential District South Residential A-2 General Agriculture District East Residential R-1 Rural Residential District R-2 Suburban Residential District West Residential A-2 General Agriculture District R-1 Rural Residential District Comprehensive Plan: Land Use Recommendation Use Category Current Land Use Single Family Residential Future Land Use Low Density Residential Zoning Definitions: A-2 General Agriculture District – This district is intended to accommodate both large and small- scale farms and hobby farms. Although scattered residential lots are allowed, agriculture is the predominant land use. This district should be located in those areas suitable for agriculture, but not for large-scale agricultural operations, and adjacent to urbanizing areas. Page 2 of 2 R-1 Rural Residential District – This district is intended to accommodate single-family residences on scattered lots to foster and maintain the rural character and lifestyle of the surrounding area. Lots are generally served by on-site wastewater treatment systems. ANALYSIS: The use of a municipal storm water detention pond is a permitted use in both the existing and proposed zoning districts. The proposed zoning change, as state above, is required to make the two outlots conform to the zoning standards for parcel size, lot width and road frontages. The Town Comprehensive Plan future land use identifies this parcel as low density residential, which is consistent with proposed R-1 district. The Town Comprehensive Plan and Future Use Map is available on the town website: https://townofalgomawi.gov/planning/ For the reasons stated above, the proposed change is consistent with the Town Comprehensive Plan and future land use map. The county will hold a public hearing on this zoning map amendment. As of the time of this memo the notice has not been received, but it will likely be on April 29, 2026. RECOMMENDED ACTION: Staff recommends approval of rezoning as presented. Should the Planning Commission agree, the following motion may be made: “Motion to recommend approval to the Town Board the request by petitioner Maggie Mahoney, Town of Algoma, on behalf of Bruce and Joan Donner, to rezone Outlot 1 and Outlot 2 at 3695 Leonard Point Road (parcel 002-0021) from A-2 General Agriculture District to R-1 Rural Residential District. ” Page 1 of 1 AGENDA MEMORANDUM To: Planning Commission Chairperson and Members From: Maggie Mahoney, Administrator Date: April 15, 2026 RE: Winnebago County Comprehensive Future Land Use Plan 10-year Plan Update SUMMARY: The county is updating their comp plan. The new version will be proposed and considered at the county later in 2026. The county has created a survey to gather input for the plan update that will be up for at least the next 2 months. Here is a link to the survey—all are encouraged to take it: https://www.surveymonkey.com/r/YG8QT8S RECOMMENDED ACTION: This item is for discussion only.