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05-12-2025 - Agenda Packet City Council - regular meeting
Agenda City Council Meeting Monday, May 12, 2025, 6:00 PM City Council Chambers | 2780 Kelley Parkway, Orono, MN 55356 952-249-4600 /oronomn.gov 1. City Council Minutes 2. Claims/Bills 3. Upcoming Work Session and Council Training Schedule 4. Waste Hauler Licenses 5. Agreement - West Metro Drug Task Force Second Amendment 6. 2024 Fund Transfer 7. Hire Part-Time Firefighters 8. Resignation and Recruitment - Records Technician 9. Stubbs Bay Lake Improvement District 10. Establish the Facilities Services Fund - Resolution 7582 11. Pavement Maintenance - Repaint/Striping 12. LA25-000018, 200 Woodhill Road, Interim Use Permit - Resolution 7583 13. LA25-000011, 3275 Carman Road, Variances - Resolution 7584 14. LA25-000015, 485 Orono Orchard Road South, Final Plat: Sky Blue Waters Addition - Resolution 7585 15. LA24-000068, 430 Old Crystal Bay Road, Final Plat, Orono Garage Condominium CIC Plat, Resolution 7586 16. LA25-000010, 2625 North Shore Drive, Lake Setback and Hardcover Variances - Resolution 7587 17. LA25-000012, 1205 Tonkawa Road, Average Lakeshore Setback, Lake Setback, and Floodplain Variances - Resolution 7588 18. LA25-000007, 4745 North Shore Drive, After-the-Fact Conditional Use Permit Amendment - Resolution 7589 Roll Call Pledge of Allegiance Approval of Agenda Consent Agenda These items are considered routine and will be enacted by one motion with no discussion unless a council member or staff requests and the item will be removed from the consent agenda for separate discussion and action. Public Comments This is an opportunity for the public to address the City Council. The council will not engage in discussion or take action on items presented at this time. However, the council may refer issues to staff for follow up or consideration at a future meeting. Speakers should state their name and home address at the podium before speaking. Speakers should be mindful of time and limit their remarks to three (3) minutes to allow sufficient opportunity for others to speak. We encourage speakers to address their comments to the mayor and council and to keep their remarks respectful and relevant. Please no personal attacks. Criticism of ideas is acceptable, but attacks against individuals are not tolerated. Please make your statements in a civil manner. Similarly, we ask everyone in the audience to be respectful of speakers and refrain from disruptive behavior, such as shouting, heckling, or making excessive noise. Attorney Report Sign up for email notifications at oronomn.gov 1 19. Orono Fire Department Reorganization City Administrator/Engineer Report Committee Reports Mayor/Council Reports Adjournment Upcoming Events May 08 Fire Forum May 10 Voting Open May 12 City Council May 13 Election Day May 19 Planning Commission May 26 Memorial Day Sign up for email notifications at oronomn.gov 2 Date: May 12, 2025 Item: 1 Presenter: Christine Lusian, City Clerk Section: Consent Agenda Title: City Council Minutes 1.Purpose: The purpose of this item is to approve the City Council meeting minutes. 2.Staff Recommendation: Approve the City Council regular meeting minutes. AGENDA ITEM COUNCIL ACTION REQUESTED Approve the City Council regular meeting minutes. Exhibits 04-28-2025 CC Minutes 3 Minutes City Council Regular Meeting Monday, April 28, 2025, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 Page 1 of 3 Acting Mayor Benson called the meeting to order at 6:00 p.m., followed by the Pledge of Allegiance. ROLL CALL Orono City Council members present: City Council Members Alisa Benson, Steve Persian, Jacqueline Ricks and Claire Berrett. Members absent: Mayor Bob Tunheim. Staff present were City Attorney Soren Mattick, City Administrator/Engineer Adam Edwards, Community Development Director Laura Oakden and City Planner Melanie Curtis. PLEDGE OF ALLEGIANCE APPROVAL OF AGENDA Ricks moved, Persian seconded, to approve the agenda as presented. VOTE: Ayes 4, Nays 0. CONSENT AGENDA 1.City Council Minutes 2.Claims/Bills 3.Upcoming Work Session and Council Training Schedule 4.Annual Performance Review of the City Administrator 5.Resignation of Firefighters 6.Hire Seasonal Employees 7.Donation to Summit Beach Park –Resolution 7581 8.Donation to Lurton Dog Park –Resolution 7578 9.Pavement Maintenance –Crack Sealing 10.2025 Street Maintenance Project Award (25-001) 11.Agreement –Private Driveway –Hillside Place 12.LA24-000068, 430 Old Crystal Bay Road North, Conditional Use Permit, Preliminary Plat, and Site Plan Review –Resolution 7579 This item was removed from the consent agenda Persian moved, Ricks seconded, to approve the Consent Agenda with Item 12 removed. VOTE: Ayes 4, Nays 0. PUBLIC COMMENTS Bruce Lemke, 565 Old Crystal Bay Road, and Jon Schwingler, 1550 County Road 6, provided comments. 12.LA24-000068, 430 Old Crystal Bay Road North, Conditional Use Permit, Preliminary Plat, and Site Plan Review –Resolution 7579 The City Council is requested to review the Staff report and discuss and adopt the resolution approving the proposal for a garage condo development at 430 Old Crystal Bay Road. Ricks noted she had received quite a few messages from residents concerned about the project because of possible noise and increased traffic on Old Crystal Bay Road. 4 Minutes City Council Regular Meeting Monday, April 28, 2025, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 Page 2 of 3 Berrett moved,Persian seconded, to adopt Resolution 7579 approving the Conditional Use Permit, Preliminary Plat, and Site Plan Review for 430 Old Crystal Bay Road with the conditions set out in the Resolution. VOTE: Ayes 4, Nays 0. COMMUNITY DEVELOPMENT REPORT 13.LA25-000007, 4745 North Shore Drive, After-the-Fact Conditional Use Permit Amendment The City Council is requested to review the Staff report, receive a presentation,and discuss and table the After-the-Fact Conditional Use Permit Amendment. The Planning Commission recommended approval, conditioned upon submittal of updated landscape plans to screen the walls and engineering documentation of the need for the change. A landscaping plan was provided,but not the justification for the engineering changes. The Council discussed the item and asked questions of the applicant, Matt Jasper, 4745 North Shore Drive. Berrett moved,Persian seconded, to table the request for a Conditional Use Permit Amendment for 4745 North Shore Drive and direct the applicant to provide justification for the wall in the Southeast corner of the property. VOTE: Ayes 3, Nays 1 (Benson). CITY ATTORNEY REPORT None CITY ADMINISTRATOR/ENGINEER REPORT 14.Orono Fire Department Reduction in Force The City Council is requested to review the Staff report, receive a presentation, and discuss and approve the reduction in force for paid-on-call firefighters. The Fire Relief Association would have to be dissolved and an automatic vesting of all employees covered by that association at a cost of $170.000. The Council discussed the item and asked questions of staff. Persian moved, Ricks seconded, to adopt Resolution 7580 as written to terminate the Orono Fire Department Paid on Call effective April 30th, 2025. VOTE: Ayes 3, Nays 1 (Berrett). City Administrator Edwards noted the work session for that evening had been canceled due to possible extreme weather in the early evening,and those items would be rescheduled.Also, his annual performance review conducted during the closed session at the last meeting was not completed due to the late hour and would need to be continued. MAYOR/COUNCIL REPORT Acting Mayor and Council provided reports. 5 Minutes City Council Regular Meeting Monday, April 28, 2025, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 Page 3 of 3 Council by consensus directed City Staff to work on a text amendment to City Code relating to massing and parking for future requests for garage condos. ADJOURNMENT Berrett moved, Ricks seconded, to adjourn the meeting at 7:02 p.m.to Monday, May 12, 2025,at 6:00 p.m.VOTE: Ayes 4, Nays 0. ATTEST: ____________________________________________________________________________ Christine Lusian, City Clerk Bob Tunheim, Mayor Minutes approved by Orono City Council May 12, 2025. Meeting videos and transcripts available at oronomn.gov. 6 Date: May 12, 2025 Item: 2 Presenter: Kellie Hoen, Administrative Assistant Section: Consent Agenda Title: Claims/Bills 1.Purpose: The purpose of this action item is to approve payment of claims made on the City for services and/or products provided to the City. 2.Background: The attached claims for payment have been received by the City. Staff has reviewed the claims and is recommending approval of the listing for payment. The claims will be paid by checks 125892 to 125987, and ACH transactions 20130666 to 20130675 totaling $1,172,577.83. 3.Staff Recommendation: Staff recommends approval of a motion authorizing payment to the claims listed as presented. AGENDA ITEM COUNCIL ACTION REQUESTED Motion to approve the claims list as presented. Exhibits Check Register 2025-05-08 7 City of Orono Check Register - COUNCIL REPORT Page: 1 Check Issue Dates: 4/29/2025 - 5/12/2025 May 08, 2025 07:17AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount 1390 REST POINT LLC 05/02/2025 125891 UB REFUND 999-10015 UB REFUND - 1390 REST POINT RD - 1390 REST 54.57 1390 REST POINT LLC 05/02/2025 125891 UB REFUND 999-10015 UB REFUND - 1390 REST POINT RD - 1390 REST 54.57- Total 125891:.00 3477 LYRIC LLC 05/02/2025 125892 UB REFUND 999-10015 UB REFUND - 3477 LYRIC AVE - 3477 LYRIC LLC 172.36 Total 125892:172.36 ABM Equipment & Supply LLC 05/02/2025 125893 0182558-IN 405-48500-550 TRUCK 406 STREETS CAPITAL PURCHASE Imp Eqpt Outlay 1,275.85 ABM Equipment & Supply LLC 05/02/2025 125893 0182558-IN 405-48500-550 UTILITIES TRUCK CAPITAL PURCHASE 701 Imp Eqpt Outlay 1,275.85 Total 125893:2,551.70 ACROSS THE STREET PRODU 05/02/2025 125894 27728 101-42260-437 BLUECARD TRAINING CONFERENCE Fire Protection Services 485.00 Total 125894:485.00 ALLEN'S SERVICE 05/02/2025 125895 25-35395 701-49800-402 TOW 408 Fleet Services 153.00 Total 125895:153.00 AT&T MOBILTY 05/02/2025 125896 2873263270 101-42110-321 POLICE PHONES AND HOTSPOTS 12/26-01/25/2 Police Department 1,867.21 AT&T MOBILTY 05/02/2025 125896 2873263270 101-42260-321 FIRE - PHONE SERVICE 12/26-01/25/25 Fire Protection Services 44.88 AT&T MOBILTY 05/02/2025 125896 2873263270 101-42110-321 POLICE PHONES AND HOTSPOTS 01/26-02/25/2 Police Department 1,867.21 AT&T MOBILTY 05/02/2025 125896 2873263270 101-42260-321 FIRE - PHONE SERVICE 01/26-02/25/25 Fire Protection Services 44.88 AT&T MOBILTY 05/02/2025 125896 2873263270 101-42110-321 POLICE PHONES AND HOTSPOTS 02/26-03/25/2 Police Department 1,913.79 AT&T MOBILTY 05/02/2025 125896 2873263270 101-42260-321 FIRE - PHONE SERVICE 02/26-03/25/25 Fire Protection Services 44.88 AT&T MOBILTY 05/02/2025 125896 2873432947 101-42260-321 AT&T BILL 12/26/24-1/25/25 Fire Protection Services 267.61 AT&T MOBILTY 05/02/2025 125896 2873432947 101-42260-321 AT&T BILL 02/26/24-03/25/25 Fire Protection Services 267.61 AT&T MOBILTY 05/02/2025 125896 2873432947 101-42260-321 AT&T BILL 02/26/24-03/25/25 Fire Protection Services 267.61 Total 125896:6,585.68 BOYER TRUCKS - ST MICHAEL 05/02/2025 125897 093P32967 701-49800-222 NEW VAC TRUCK FILTERS Fleet Services 464.60 Total 125897:464.60 CARGILL INCORPORATED 05/02/2025 125898 2910940639 601-49400-216 NAVARRE WATER PLANT SALT Water 6,630.92 8 City of Orono Check Register - COUNCIL REPORT Page: 2 Check Issue Dates: 4/29/2025 - 5/12/2025 May 08, 2025 07:17AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 125898:6,630.92 CENTERPOINT ENERGY MAIN 05/02/2025 125899 04.2025 613-49830-381 GAS SERVICE 3/18/25-4/17/25 Golf Course 256.29 CENTERPOINT ENERGY MAIN 05/02/2025 125899 04.2025 101-42260-381 GAS SERVICE 3/18/25-4/17/25 Fire Protection Services 1,404.63 CENTERPOINT ENERGY MAIN 05/02/2025 125899 04.2025 101-42110-381 GAS SERVICE 3/18/25-4/17/25 Police Department 379.16 CENTERPOINT ENERGY MAIN 05/02/2025 125899 04.2025 101-41900-381 GAS SERVICE 3/18/25-4/17/25 Central Services 1,506.87 CENTERPOINT ENERGY MAIN 05/02/2025 125899 04.2025 602-49450-381 GAS SERVICE 3/18/25-4/17/25 Sewer 1,011.52 CENTERPOINT ENERGY MAIN 05/02/2025 125899 04.2025 601-49400-381 GAS SERVICE 3/18/25-4/17/25 Water 1,341.78 Total 125899:5,900.25 CENTRAL PENSION FUND SOU 05/02/2025 125900 05.01.25 FU 101-21705 CENTRAL PENSION FUND 05.01.2025 2,159.96 Total 125900:2,159.96 CENTURYLINK 05/02/2025 125901 04.2025 GC 613-49830-321 GC PHONE/INTERNET 04/19/2025-05/18/2025 Golf Course 211.62 Total 125901:211.62 CITY OF WAYZATA 05/02/2025 125902 04.2025 UTIL 602-49450-387 APRIL 2025 SEWER Sewer 4,849.30 CITY OF WAYZATA 05/02/2025 125902 04.2025 UTIL 601-49400-387 APRIL 2025 WATER Water 2,335.62 Total 125902:7,184.92 DELANO CARQUEST 05/02/2025 125903 6829-323747 701-49800-222 PARKS TRUCK 612 BRAKES PARTS Fleet Services 597.11 Total 125903:597.11 DENNIS SANTOS OR HYUNJIN 05/02/2025 125904 UB REFUND 999-10015 UB REFUND - 345 LEAF ST -SANTOS/CHOI 12.60 Total 125904:12.60 DITTER INC.05/02/2025 125905 i22660 101-41900-404 ANNUAL SERVICE ON FURNACES Central Services 1,398.23 Total 125905:1,398.23 DR POWER LLC 05/02/2025 125906 1328 101-42110-404 ADDED BOX IN EOC AND FIXED LIGHT IN EOC Police Department 710.00 9 City of Orono Check Register - COUNCIL REPORT Page: 3 Check Issue Dates: 4/29/2025 - 5/12/2025 May 08, 2025 07:17AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 125906:710.00 EARL F ANDERSEN & ASSOC 05/02/2025 125907 01392040-IN 101-43000-224 SIGN FOR DIST. 2 Public Works Department 472.55 Total 125907:472.55 ECM PUBLISHERS INC 05/02/2025 125908 1044053 101-43000-340 PUBLIC WORKS JOB POSTING- SEASONAL Public Works Department 129.20 ECM PUBLISHERS INC 05/02/2025 125908 1045814 101-41410-352 ELECTION EQUIPMENT TESTING - ACCURACY T Elections 37.80 Total 125908:167.00 FACTORY MOTOR PARTS 05/02/2025 125909 1-10696212 701-49800-221 PONTOON BOAT BATTERY Fleet Services 102.18 FACTORY MOTOR PARTS 05/02/2025 125909 128-215601 613-49830-221 GOLF CART BATTERY Golf Course 96.94 Total 125909:199.12 FIRE SAFETY USA INC 05/02/2025 125910 200534 101-42260-240 COUPLING Fire Protection Services 227.95 Total 125910:227.95 G&H Distributing & Supply Inc 05/02/2025 125911 00185853 701-49800-215 HYDRAULIC HOSE FITTING / SHOP SUPPLIES Fleet Services 4.89 G&H Distributing & Supply Inc 05/02/2025 125911 00185870 701-49800-215 HYDRAULIC HOSE AND FITTINGS/ SHOP SUPPL Fleet Services 119.76 Total 125911:124.65 GOPHER ACE 05/02/2025 125912 024516/1 701-49800-215 GREASE FITTING Fleet Services 23.99 GOPHER ACE 05/02/2025 125912 024536/1 701-49800-215 NUTS AND BOLTS Fleet Services 2.98 GOPHER ACE 05/02/2025 125912 024541/1 101-43000-222 FIX DOOR SEALS ON BUCKET TRUCK Public Works Department 17.98 GOPHER ACE 05/02/2025 125912 024567/1 701-49800-215 NUTS AND BOLTS Fleet Services 3.35 GOPHER ACE 05/02/2025 125912 024586/1 613-49830-223 SEALANT FOR A/C UNIT GC Golf Course 28.56 GOPHER ACE 05/02/2025 125912 024597/1 613-49830-223 DOOR TRIM REPAIR GC Golf Course 6.99 GOPHER ACE 05/02/2025 125912 24509/1 601-49400-227 SAND PAPER TO KEEP IN WORK TRUCKS FOR Water 9.99 GOPHER ACE 05/02/2025 125912 24575/1 101-41900-223 PD TV INSTALL CAULK BACKER ROD Central Services 6.99 GOPHER ACE 05/02/2025 125912 24582/1 101-41900-223 NUT AND BOLT Central Services 16.52 GOPHER ACE 05/02/2025 125912 24582/1 613-49830-223 PROPANE TANK GOLF COURSE Golf Course 64.99 Total 125912:182.34 GOVERNMENTJOBS.COM, INC 05/02/2025 125913 INV-133884 710-49970-416 NEOGOV SUBSCRIPTION 06/15/2025-06/14/2026 IT Services 3,898.80 10 City of Orono Check Register - COUNCIL REPORT Page: 4 Check Issue Dates: 4/29/2025 - 5/12/2025 May 08, 2025 07:17AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 125913:3,898.80 HARTMAN COMPANIES-JAKE C 05/02/2025 125914 LA24-000065 101-22205 ESCROW REFUND - LA24-000065 - 980 HERITAG 700.00 Total 125914:700.00 HOLIDAY COMPANIES 05/02/2025 125915 0796010525 101-42110-402 CAR WASHES / HOLIDAY Police Department 280.50 Total 125915:280.50 LANO EQUIPMENT INC 05/02/2025 125916 02-1144602 405-48500-580 CAPITAL EQUIPMENT PURCHASE FOR PARKS/ Imp Eqpt Outlay 11,965.00 LANO EQUIPMENT INC 05/02/2025 125916 03-1147637 613-49830-221 UNIT 405 MIRROR Golf Course 94.41 Total 125916:12,059.41 LEROY OR LISA MCCARTY 05/02/2025 125917 UB REFUND 999-10015 UB REFUND - 3340 GRAHAM HILL RD - MCCART 8.61 Total 125917:8.61 LOCKRIDGE GRINDAL NAUEN 05/02/2025 125918 118898 703-49960-378 LITIGATION-SPECIAL ELECTION DEFENSE 6,703.00 Total 125918:6,703.00 MANDEEP SODHI 05/02/2025 125919 RPS23-0001 101-22205 ESCROW REFUND - RPS23-000118 - 2515 NORT 9,000.00 Total 125919:9,000.00 MANSFIELD OIL COMPANY 05/02/2025 125920 26450501 701-49800-212 UNLEADED FUEL Fleet Services 6,750.08 Total 125920:6,750.08 METRO SALES INC.05/02/2025 125921 INV2770501 710-49970-401 PD PRINTER MAINTENANCE IT Services 170.00 Total 125921:170.00 MISSION COMMUNICATIONS LL 05/02/2025 125922 2006949 602-49450-319 MISSION ANNUAL SERVICE GS#7,8 LS#24 Sewer 5,799.40 Total 125922:5,799.40 11 City of Orono Check Register - COUNCIL REPORT Page: 5 Check Issue Dates: 4/29/2025 - 5/12/2025 May 08, 2025 07:17AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount MN - LEAP 05/02/2025 125923 1942025 101-42110-437 TRAINING MCGREGOR/RASMUSSEN/PLEAA CO Police Department 438.00 Total 125923:438.00 OIL AIR PRODUCTS INC 05/02/2025 125924 768125-001 701-49800-222 DUMP TRUCK PARTS Fleet Services 11.40 Total 125924:11.40 On Time Delivery Service Inc.05/02/2025 125925 448397 101-43280-307 LA25-000056, FINAL PLAT, 4375 BAYSIDE RD Special Services 38.92 Total 125925:38.92 PIONEER MANUFACTURING C 05/02/2025 125926 INV-247881 101-41900-223 STARLINER FIELD PAINTER SUPPLIES Central Services 38.03 Total 125926:38.03 PROMINENT CONSTRUCTION L 05/02/2025 125927 RBG25-0000 101-32510 BP REFUND - RBG25-000014 -320 CRESTVIEW A 273.83 PROMINENT CONSTRUCTION L 05/02/2025 125927 RBG25-0000 101-20802 BP REFUND - RBG25-000014 -320 CRESTVIEW A 6.75 Total 125927:280.58 REVISION LLC 05/02/2025 125928 RAS25-0000 101-34410 BP REFUND - RAS25-000023 - 2565 DUNWOODY 606.55 Total 125928:606.55 STREICHER'S 05/02/2025 125929 I1758289 101-42110-226 UNIFORMS/SPENCER Police Department 393.98 STREICHER'S 05/02/2025 125929 I1758840 101-42110-226 UNIFORMS/STURM Police Department 33.99 STREICHER'S 05/02/2025 125929 I1758841 101-42110-226 UNIFORMS/SILTALA Police Department 16.99 Total 125929:444.96 SWANSON HOMES LLC 05/02/2025 125930 RPS23-0001 101-22205 ESCROW REFUND - RPS23-000118 - 2515 NORT 1,000.00 Total 125930:1,000.00 TIMESAVER OFF SITE SECRET 05/02/2025 125931 30360 101-41110-319 CITY COUNCIL MINUTES 04/14/2025 Mayor & Council 496.00 TIMESAVER OFF SITE SECRET 05/02/2025 125931 30361 101-42400-319 PLANNING COMMISSION MINUTES 04/21/2025 Building & Zoning 293.50 Total 125931:789.50 12 City of Orono Check Register - COUNCIL REPORT Page: 6 Check Issue Dates: 4/29/2025 - 5/12/2025 May 08, 2025 07:17AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount TOLL GAS & WELDING SUPPLY 05/02/2025 125932 0040211794 701-49800-215 OXYGEN ACETYLENE TANKS Fleet Services 13.20 Total 125932:13.20 UNIFIRST CORPORATION 05/02/2025 125933 1410138429 613-49830-223 RUGS & CLEANING TOWELS-GOLF Golf Course 109.92 UNIFIRST CORPORATION 05/02/2025 125933 1410138437 101-41900-404 MATS AND AIR FRESHENER REFILL - CITY HALL Central Services 90.36 UNIFIRST CORPORATION 05/02/2025 125933 1410138492 101-45200-226 UNIFORMS-PARKS Parks 16.35 UNIFIRST CORPORATION 05/02/2025 125933 1410138492 613-49830-226 UNIFORMS-GOLF COURSE Golf Course 16.35 UNIFIRST CORPORATION 05/02/2025 125933 1410138492 101-41900-226 UNIFORMS-FACILITY Central Services 4.84 UNIFIRST CORPORATION 05/02/2025 125933 1410138492 101-43000-226 UNIFORMS - STORMWATER Public Works Department 56.46 UNIFIRST CORPORATION 05/02/2025 125933 1410138492 101-43000-226 UNIFORMS-STREETS Public Works Department 56.46 UNIFIRST CORPORATION 05/02/2025 125933 1410138492 601-49400-226 UNIFORMS PW-WATER DEPT Water 26.50 UNIFIRST CORPORATION 05/02/2025 125933 1410138492 602-49450-226 UNIFORMS PW-SEWER DEPT Sewer 26.50 UNIFIRST CORPORATION 05/02/2025 125933 1410138492 701-49800-226 UNIFORMS - FLEET Fleet Services 34.58 UNIFIRST CORPORATION 05/02/2025 125933 1410138492 101-41900-223 MOPS/CLEANING TOWELS Central Services 30.52 UNIFIRST CORPORATION 05/02/2025 125933 1410138492 701-49800-221 SHOP TOWELS - PW Fleet Services 3.91 UNIFIRST CORPORATION 05/02/2025 125933 1410138492 101-43000-404 RUGS-PW Public Works Department 28.73 UNIFIRST CORPORATION 05/02/2025 125933 1410139937 613-49830-223 RUGS & CLEANING TOWELS-GOLF Golf Course 17.74 Total 125933:519.22 USPCA 05/02/2025 125934 25787 101-42110-317 K9 USPCA MEMBERSHIP Police Department 50.00 Total 125934:50.00 WELDON, BRENT 05/02/2025 125935 04.2025 LIC 101-43000-489 DRIVERS LICENSE RENAWAL Public Works Department 76.61 Total 125935:76.61 XCEL ENERGY 05/02/2025 125936 924410341 101-41900-381 PW BUILDING ELECTRICITY 03/22/25-04/20/25 Central Services 1,471.20 XCEL ENERGY 05/02/2025 125936 925016037 602-49450-381 3425 LYRIC 03/28/25-04/27/25 Sewer 25.61 Total 125936:1,496.81 ZAYO GROUP LLC 05/02/2025 125937 21459163 602-49450-321 PHONE SERVICE 04/23/25-05/22/25 Sewer 147.74 ZAYO GROUP LLC 05/02/2025 125937 21459163 601-49400-321 PHONE SERVICE 04/23/25-05/22/25 Water 150.20 ZAYO GROUP LLC 05/02/2025 125937 21459163 101-41900-321 PHONE SERVICE 04/23/25-05/22/25 Central Services 295.57 ZAYO GROUP LLC 05/02/2025 125937 21459163 101-42110-321 PHONE SERVICE 04/23/25-05/22/25 Police Department 148.24 ZAYO GROUP LLC 05/02/2025 125937 21459163 613-49830-321 PHONE SERVICE 04/23/25-05/22/25 Golf Course 17.24 13 City of Orono Check Register - COUNCIL REPORT Page: 7 Check Issue Dates: 4/29/2025 - 5/12/2025 May 08, 2025 07:17AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 125937:758.99 1390 REST POINT LLC 05/12/2025 125938 UB REFUND 999-10015 UB REFUND - 1390 REST POINT RD - 1390 REST 55.00 Total 125938:55.00 AT&T MOBILTY 05/12/2025 125939 2873263270 101-41900-321 AT&T BILL 01/01/2025-04/25/2025 Central Services 2,016.14 AT&T MOBILTY 05/12/2025 125939 2873263283 101-42110-321 AT&T BILL 03/26/24-04/25/25 Police Department 76.46 AT&T MOBILTY 05/12/2025 125939 2873263283 101-42400-321 AT&T BILL 03/26/24-04/25/25 Building & Zoning 166.22 AT&T MOBILTY 05/12/2025 125939 2873263283 101-45200-321 AT&T BILL 03/26/24-04/25/25 Parks 62.72 AT&T MOBILTY 05/12/2025 125939 2873263283 613-49830-321 AT&T BILL 03/26/24-04/25/25 Golf Course 83.11 AT&T MOBILTY 05/12/2025 125939 2873263283 101-43000-321 AT&T BILL 03/26/24-04/25/25 Public Works Department 432.07 AT&T MOBILTY 05/12/2025 125939 2873263283 101-41900-321 AT&T BILL 03/26/24-04/25/25 Central Services 241.08 AT&T MOBILTY 05/12/2025 125939 2873263283 601-49400-321 AT&T BILL 03/26/24-04/25/25 Water 159.57 AT&T MOBILTY 05/12/2025 125939 2873263283 602-49450-321 AT&T BILL 03/26/24-04/25/25 Sewer 121.34 AT&T MOBILTY 05/12/2025 125939 2873263283 101-43100-321 AT&T BILL 03/26/24-04/25/25 Brush Site 38.23 AT&T MOBILTY 05/12/2025 125939 2873263283 701-49800-321 AT&T BILL 03/26/24-04/25/25 Fleet Services 44.88 AT&T MOBILTY 05/12/2025 125939 2873432947 101-42260-321 FIRE - PHONE SERVICE 03/26-04/25/25 Fire Protection Services 267.61 Total 125939:3,709.43 BCA TRAINING 05/12/2025 125940 41042 101-42110-437 TRAINING/DMT/VARGAS Police Department 75.00 Total 125940:75.00 BOLTON & MENK INC.05/12/2025 125941 0361394 101-43280-304 LA24-000054 GARAGE CONDOS Special Services 570.00 BOLTON & MENK INC.05/12/2025 125941 0361395 101-43280-304 LA24-000059 IDYLLVALE SHORES Special Services 665.00 BOLTON & MENK INC.05/12/2025 125941 0361396 651-16500 25-020 2025 KENOBI POND STORMWATER IMPR 8,055.00 BOLTON & MENK INC.05/12/2025 125941 0361396 651-16500 25-022 CASCO COVE STORMWATER IMPROVEM 1,628.00 BOLTON & MENK INC.05/12/2025 125941 0361396 651-16500 24-024 MCULLEY ROAD OUTLET STORMWATER 978.00 BOLTON & MENK INC.05/12/2025 125941 0361397 602-49450-305 GIS MAINTENANCE SEWER Sewer 1,395.00 BOLTON & MENK INC.05/12/2025 125941 0361397 601-49400-305 GIS MAINTENANCE WATER Water 1,715.00 BOLTON & MENK INC.05/12/2025 125941 0361397 651-49910-305 GIS MAINTENANCE STORM SEWER Storm Water 877.50 BOLTON & MENK INC.05/12/2025 125941 0361397 101-43170-305 GIS MAINTENANCE GENERAL Engineering 2,147.50 BOLTON & MENK INC.05/12/2025 125941 0361397 101-43000-305 GIS FOR STREETS Public Works Department 180.00 BOLTON & MENK INC.05/12/2025 125941 0361397 101-45200-305 GIS MAINTENANCE PARKS Parks 280.00 BOLTON & MENK INC.05/12/2025 125941 0361397 602-49450-305 GIS MAINTENANCE SEWER Sewer 1,526.25 BOLTON & MENK INC.05/12/2025 125941 0361399 602-16500 25-012 SANITARY SEWER REHABILITATION 1,750.00 BOLTON & MENK INC.05/12/2025 125941 0361400 602-16500 25-012 SANITARY SEWER REHABILITATION 23,486.50 14 City of Orono Check Register - COUNCIL REPORT Page: 8 Check Issue Dates: 4/29/2025 - 5/12/2025 May 08, 2025 07:17AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount BOLTON & MENK INC.05/12/2025 125941 0361401 435-48979-304 25-001 2025 STREETS IMPROVEMENT 9,154.00 BOLTON & MENK INC.05/12/2025 125941 0361402 402-48050-304 25-002 BROWN ROAD IMPROVEMENTS 218.50 BOLTON & MENK INC.05/12/2025 125941 0361881 601-16500 22-022 SOUTH WATERPLANT CONTROL UPGRA 36,006.50 Total 125941:90,632.75 BOYER TRUCKS - ST MICHAEL 05/12/2025 125942 093P33139 701-49800-222 713 TRUCK BATTERIES Fleet Services 276.84 BOYER TRUCKS - ST MICHAEL 05/12/2025 125942 093P33260 701-49800-222 BATTERY CORE CREDIT Fleet Services 78.84- Total 125942:198.00 BRIDGESTONE GOLF INC 05/12/2025 125943 INV-1003288 613-49830-095 GOLF BALLS Golf Course 782.93 Total 125943:782.93 CAPITOL BEVERAGE SALES L.P 05/12/2025 125944 42325 613-49830-092 POP RESALE Golf Course 190.37 CAPITOL BEVERAGE SALES L.P 05/12/2025 125944 42325 613-49830-091 BEER RESALE Golf Course 380.60 Total 125944:570.97 CECE'SIGNS INC 05/12/2025 125945 9839 405-48500-550 708 DECALS Imp Eqpt Outlay 178.00 Total 125945:178.00 CITY OF LONG LAKE 05/12/2025 125946 04.2025 UTIL 602-49450-387 APRIL SEWER 2025 Sewer 2,785.58 CITY OF LONG LAKE 05/12/2025 125946 04.2025 UTIL 601-49400-387 APRIL WATER 2025 Water 1,858.10 Total 125946:4,643.68 City of Orono Utilities 05/12/2025 125947 04.2025 CH&101-41900-382 04.2025 CH Central Services 92.00 City of Orono Utilities 05/12/2025 125947 04.2025 CH&101-42110-382 04.2025 PD Police Department 91.99 City of Orono Utilities 05/12/2025 125947 04.2025 POS 101-41900-382 04.2025 PO Central Services 89.53 City of Orono Utilities 05/12/2025 125947 04.2025 PW 651-49910-382 04.2025 PW Storm Water 77.19 City of Orono Utilities 05/12/2025 125947 04.2025 PW 601-49400-382 04.2025 PW Water 77.19 City of Orono Utilities 05/12/2025 125947 04.2025 PW 602-49450-382 04.2025 PW Sewer 77.19 City of Orono Utilities 05/12/2025 125947 04.2025 PW 101-41900-382 04.2025 PW Central Services 77.19 City of Orono Utilities 05/12/2025 125947 04.2025 WT 601-49400-382 04.2025 WTP Water 162.74 Total 125947:745.02 15 City of Orono Check Register - COUNCIL REPORT Page: 9 Check Issue Dates: 4/29/2025 - 5/12/2025 May 08, 2025 07:17AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount CITY VIEW PLUMBING & HEATI 05/12/2025 125948 155719140 101-41900-404 PLUMBING REPAIR - CITY HALL Central Services 994.26 Total 125948:994.26 CIVICPLUS LLC 05/12/2025 125949 335102 614-49840-329 CITY CODE SUPPLEMENT Cable Franchise 4,060.00 Total 125949:4,060.00 CORE & MAIN 05/12/2025 125950 INV0016454 601-49400-227 UTILITY FLAGS FOR LOCATES Water 29.02 CORE & MAIN 05/12/2025 125950 INV0016454 602-49450-227 UTILITY FLAGS FOR LOCATES Sewer 29.02 Total 125950:58.04 DAHLHEIMER BEVERAGE MON 05/12/2025 125951 12012024 613-49830-091 ALCOHOL CREDIT Golf Course 376.97- DAHLHEIMER BEVERAGE MON 05/12/2025 125951 2306011 613-49830-091 ALCOHOL Golf Course 250.20 DAHLHEIMER BEVERAGE MON 05/12/2025 125951 2306011 613-49830-093 CONCESSIONS Golf Course 17.10 DAHLHEIMER BEVERAGE MON 05/12/2025 125951 2453863 613-49830-091 BEER Golf Course 691.55 DAHLHEIMER BEVERAGE MON 05/12/2025 125951 2453863 613-49830-094 WATER Golf Course 74.50 DAHLHEIMER BEVERAGE MON 05/12/2025 125951 2453863 613-49830-092 POP Golf Course 69.96 DAHLHEIMER BEVERAGE MON 05/12/2025 125951 2453863 613-49830-093 SNACKS Golf Course 140.20 Total 125951:866.54 DELANO CARQUEST 05/12/2025 125952 6829-323854 701-49800-221 PONTOON BATTERY CABLES Fleet Services 40.88 Total 125952:40.88 FACTORY MOTOR PARTS 05/12/2025 125953 1-10706974 701-49800-222 TAHOE BRAKES Fleet Services 151.16 FACTORY MOTOR PARTS 05/12/2025 125953 70-588844 701-49800-222 TAHOE BRAKES Fleet Services 374.94 FACTORY MOTOR PARTS 05/12/2025 125953 70-589063 701-49800-222 PD 268 PARTS Fleet Services 288.29 Total 125953:814.39 FLEXIBLE PIPE TOOL CO 05/12/2025 125954 31316 405-48500-550 VAC TRUCK FOR UTILITIES AND STORM WATER Imp Eqpt Outlay 596,862.93 Total 125954:596,862.93 GOPHER ACE 05/12/2025 125955 024638/1 101-41900-223 AIR FRESHENERS - FACILITIES Central Services 12.77 GOPHER ACE 05/12/2025 125955 024638/1 101-41900-223 PAINT SUPPLIES Central Services 25.58 16 City of Orono Check Register - COUNCIL REPORT Page: 10 Check Issue Dates: 4/29/2025 - 5/12/2025 May 08, 2025 07:17AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 125955:38.35 HERC U LIFT 05/12/2025 125956 W675836-1 701-49800-403 FORKLIFT HOSES Fleet Services 1,244.90 Total 125956:1,244.90 HERITAGE GLASS COMPANY 05/12/2025 125957 25082 701-49800-402 PD 272 WINDSHIELD Fleet Services 535.71 Total 125957:535.71 IACP 05/12/2025 125958 0380194 101-42110-433 IACP ANNUAL DUES- MEMBERSHIP/BECK Police Department 220.00 Total 125958:220.00 JEANNETTE OR TIMOTHY WYA 05/12/2025 125959 UB REFUND 999-10015 UB REFUND - 2670 PHEASANT RD - WYATT 30.34 Total 125959:30.34 JR'S ADVANCED RECYCLERS 05/12/2025 125960 115375 603-49500-442 SPRING CLEAN UP 2025 Recycling 2,780.00 Total 125960:2,780.00 LANO EQUIPMENT INC 05/12/2025 125961 02-1144265 405-48500-580 MINI EXCUVATOR WITH THUMB - KUBOTA Imp Eqpt Outlay 118,283.91 LANO EQUIPMENT INC 05/12/2025 125961 02-1144265 405-39680 UNIT 430 JOHN DEERE TRACTOR BACKHOE TR 26,000.00- Total 125961:92,283.91 LEAGUE OF MINNESOTA CITIE 05/12/2025 125962 9633 703-49960-379 SEWER BACKUP CLAIM 430242 1,059.75 Total 125962:1,059.75 LEAGUE OF MN CITIES INS TR 05/12/2025 125963 2025 LMC P 703-49960-361 2025 PROPERTY/CASUALTY INSURANCE 68,151.00 Total 125963:68,151.00 MANSFIELD OIL COMPANY 05/12/2025 125964 26489443 701-49800-212 UNLEADED FUEL Fleet Services 1,777.92 Total 125964:1,777.92 17 City of Orono Check Register - COUNCIL REPORT Page: 11 Check Issue Dates: 4/29/2025 - 5/12/2025 May 08, 2025 07:17AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount METROPOLITAN COUNCIL ENVI 05/12/2025 125965 0001187311 602-49450-383 WASTWATER SERVICE 6/2025 Sewer 60,575.15 Total 125965:60,575.15 MHSRC/Range 05/12/2025 125966 337900-1177 101-42110-437 TRAINING - EVOC/PIT REFRESHER/FOURNIER Police Department 525.00 Total 125966:525.00 MINNEAPOLIS OXYGEN COMPA 05/12/2025 125967 0000143485 701-49800-215 ACETYLENE, OXYGEN Fleet Services 78.50 MINNEAPOLIS OXYGEN COMPA 05/12/2025 125967 0000143486 101-42110-221 MEDICAL OXYGEN/TANK FEE Police Department 154.91 Total 125967:233.41 Minnesota Pollution Control Agen 05/12/2025 125968 05.2025 MS4 651-49910-489 MS4 PERMIT RENEWAL Storm Water 400.00 Total 125968:400.00 MINUTEMAN PRESS 05/12/2025 125969 38853 101-41430-325 NEWSLETTER MAY-JUNE Communications 1,640.91 MINUTEMAN PRESS 05/12/2025 125969 38853 101-41430-322 NEWSLETTER MAY-JUNE POSTAGE Communications 1,133.49 Total 125969:2,774.40 NEIL OR ABBIE NAVICKAS 05/12/2025 125970 UB REFUND 999-10015 UB REFUND - 1180 GARDN CT - NAVICKAS 7.50 Total 125970:7.50 NOVA TECHNOLOGIES 05/12/2025 125971 IN-80009186 710-49970-329 MONTHLY PHONE SIP CHARGE 5/25 IT Services 229.23 Total 125971:229.23 PERFORMANCE PLUS LLC dba 05/12/2025 125972 01032171 101-42260-319 MEDICAL EVAL FOR AIDEN Fire Protection Services 516.00 Total 125972:516.00 Perry's Truck Repair 05/12/2025 125973 3037 701-49800-402 426 STEP REPAIR Fleet Services 75.00 Perry's Truck Repair 05/12/2025 125973 3037 101-43000-222 CHIPPER BOX LID REPAIRS Public Works Department 12.00 Perry's Truck Repair 05/12/2025 125973 3037 701-49800-403 CHIPPER BOX LID REPAIRS Fleet Services 225.00 Total 125973:312.00 18 City of Orono Check Register - COUNCIL REPORT Page: 12 Check Issue Dates: 4/29/2025 - 5/12/2025 May 08, 2025 07:17AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount QUADIENT INC 05/12/2025 125974 04.2025 101-41900-201 SUPPLY PURCHASE Central Services 143.30 Total 125974:143.30 QUALITY FLOW SYSTEMS INC 05/12/2025 125975 48822 602-16500 2025 LIFT STATION 4 & 27 CONTROL PANEL REP 24,360.00 QUALITY FLOW SYSTEMS INC 05/12/2025 125975 48823 602-16500 2025 LIFT STATION 4 & 27 CONTROL PANEL REP 23,880.00 Total 125975:48,240.00 REICHEL'S RESTYLING LLC 05/12/2025 125976 000046 101-41900-404 WINDOW FILM FOR MECHANICS SHOP Central Services 824.88 Total 125976:824.88 REPUBLIC SERVICES #894 05/12/2025 125977 0894-007129 101-41900-404 TRASH SERVICE 04/01/25-04/30/25 - CITY HALL Central Services 488.25 REPUBLIC SERVICES #894 05/12/2025 125977 0894-007129 101-41900-404 TRASH SERVICE 04/01/25-04/30/25 - POLICE DE Central Services 302.32 REPUBLIC SERVICES #894 05/12/2025 125977 0894-007129 613-49830-404 TRASH SERVICE 04/01/25-04/30/25 - GOLF COU Golf Course 663.94 REPUBLIC SERVICES #894 05/12/2025 125977 0894-007129 101-45200-404 TRASH SERVICE 04/01/25-04/30/25 - LURTON PA Parks 231.00 Total 125977:1,685.51 ROBB'S ELECTRIC LLC 05/12/2025 125978 48250 601-49400-405 ELECTRICAL OUTLET INSTALLATION Water 322.70 Total 125978:322.70 RYAN AUTO MALL 05/12/2025 125979 274848 701-49800-222 PD 269 BRAKES Fleet Services 651.25 RYAN AUTO MALL 05/12/2025 125979 274908 701-49800-222 PD 268 PARTS Fleet Services 104.88 Total 125979:756.13 SECURITY & SOUND CO 05/12/2025 125980 29614 231-45650-570 EOC UPGRADES 1,499.00 Total 125980:1,499.00 STREICHER'S 05/12/2025 125981 I1752054 101-42110-226 UNIFORMS/FOURNIER Police Department 110.00 Total 125981:110.00 TERMINAL SUPPLY CO 05/12/2025 125982 26294-00 701-49800-215 SHOP SUPPLIES Fleet Services 1,097.19 19 City of Orono Check Register - COUNCIL REPORT Page: 13 Check Issue Dates: 4/29/2025 - 5/12/2025 May 08, 2025 07:17AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 125982:1,097.19 THOMSON REUTERS - WEST 05/12/2025 125983 851852395 101-42110-311 DATA PROCESSING/THOMSON REUTERS Police Department 318.14 Total 125983:318.14 US Bank Equipment Finance 05/12/2025 125984 554663534 710-49970-413 FLEET DEPT COPIER - 04/25/25-05/25/25 IT Services 145.69 Total 125984:145.69 WASTE MANAGEMENT 05/12/2025 125985 0123783-280 603-49500-444 ORGANICS APRIL 2025 Recycling 194.10 WASTE MANAGEMENT 05/12/2025 125985 0123783-280 603-49500-316 RECYCLING MAY 2025 Recycling 20,446.94 WASTE MANAGEMENT 05/12/2025 125985 082867-1593 603-49500-442 SPRING CLEAN UP 2025 Recycling 1,485.57 WASTE MANAGEMENT 05/12/2025 125985 8082817-159 603-49500-442 SPRING CLEAN UP 2025 Recycling 2,273.05 WASTE MANAGEMENT 05/12/2025 125985 8082818-159 603-49500-442 SPRING CLEAN UP 2025 Recycling 3,489.29 Total 125985:27,888.95 XCEL ENERGY 05/12/2025 125986 925856470 101-43000-381 ELECTRIC SERVICE 4/2/25-5/04/25 Public Works Department 197.54 XCEL ENERGY 05/12/2025 125986 925856470 101-41900-381 ELECTRIC SERVICE 4/2/25-5/04/25 Central Services 855.17 XCEL ENERGY 05/12/2025 125986 925856470 101-42110-381 ELECTRIC SERVICE 4/2/25-5/04/25 Police Department 855.17 XCEL ENERGY 05/12/2025 125986 925856470 101-43000-386 ELECTRIC SERVICE 4/2/25-5/04/25 Public Works Department 2,691.67 XCEL ENERGY 05/12/2025 125986 925856470 101-42110-381 ELECTRIC SERVICE 4/2/25-5/04/25 Police Department 33.23 XCEL ENERGY 05/12/2025 125986 925856470 101-45200-381 ELECTRIC SERVICE 4/2/25-5/04/25 Parks 37.49 XCEL ENERGY 05/12/2025 125986 925856470 601-49400-381 ELECTRIC SERVICE 4/2/25-5/04/25 Water 5,738.07 XCEL ENERGY 05/12/2025 125986 925856470 602-49450-381 ELECTRIC SERVICE 4/2/25-5/04/25 Sewer 2,834.64 XCEL ENERGY 05/12/2025 125986 925856470 613-49830-381 ELECTRIC SERVICE 4/2/25-5/04/25 Golf Course 197.29 XCEL ENERGY 05/12/2025 125986 925856470 101-42260-381 ELECTRIC SERVICE 4/2/25-5/04/25 Fire Protection Services 758.01 Total 125986:14,198.28 Yamaha Golf & Utility 05/12/2025 125987 01-309673 613-49830-415 GOLF CART RENTAL Golf Course 3,911.53 Total 125987:3,911.53 AMAZON CAPITAL SERVICE 05/02/2025 20130666 141D-W6CP-601-49400-226 NEW PHONE CASE WITH CLIP FOR NEW ON CA Water 10.44 AMAZON CAPITAL SERVICE 05/02/2025 20130666 141D-W6CP-602-49450-201 NEW PHONE CASE WITH CLIP FOR NEW ON CA Sewer 10.44 AMAZON CAPITAL SERVICE 05/02/2025 20130666 1DYK-16H1-101-42260-221 COOLER FOR E1 Fire Protection Services 200.00 AMAZON CAPITAL SERVICE 05/02/2025 20130666 1DYK-16H1-101-42260-201 KITCHEN SUPPLY Fire Protection Services 7.99 20 City of Orono Check Register - COUNCIL REPORT Page: 14 Check Issue Dates: 4/29/2025 - 5/12/2025 May 08, 2025 07:17AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount AMAZON CAPITAL SERVICE 05/02/2025 20130666 1DYK-16H1-101-42260-240 WRENCH ORGANIZER Fire Protection Services 26.50 AMAZON CAPITAL SERVICE 05/02/2025 20130666 1DYK-16H1-101-42260-221 SOCKET SET HOLDER Fire Protection Services 77.38 AMAZON CAPITAL SERVICE 05/02/2025 20130666 1DYK-16H1-101-42260-223 NEMA 5-20R REPLACEMENT CONNECTOR Fire Protection Services 46.85 AMAZON CAPITAL SERVICE 05/02/2025 20130666 1DYK-16H1-101-42260-219 MEGA MOVERS Fire Protection Services 127.08 AMAZON CAPITAL SERVICE 05/02/2025 20130666 1DYK-16H1-101-42260-219 CHEST SEALS Fire Protection Services 68.36 AMAZON CAPITAL SERVICE 05/02/2025 20130666 1DYK-16H1-101-42260-219 TRAUMA SHEARS Fire Protection Services 17.98 AMAZON CAPITAL SERVICE 05/02/2025 20130666 1DYK-16H1-101-42260-219 COMPRESSION TRAUMA BANDAGE Fire Protection Services 19.95 AMAZON CAPITAL SERVICE 05/02/2025 20130666 1DYK-16H1-101-42260-219 SAFETY GLASSES Fire Protection Services 16.14 AMAZON CAPITAL SERVICE 05/02/2025 20130666 1DYK-16H1-101-42260-219 KITCHEN SUPPLY Fire Protection Services 5.69 AMAZON CAPITAL SERVICE 05/02/2025 20130666 1DYK-16H1-101-42260-219 COMBAT GAUZE Fire Protection Services 33.08 AMAZON CAPITAL SERVICE 05/02/2025 20130666 1F1M-QCR4-701-49800-240 MECHANICS TOOLS Fleet Services 67.41 AMAZON CAPITAL SERVICE 05/02/2025 20130666 1F1M-QCR4-701-49800-215 RUBBER GLOVES Fleet Services 129.99 AMAZON CAPITAL SERVICE 05/02/2025 20130666 1FQG-TXMH 101-41900-221 CLOROX WIPES Central Services 11.75 AMAZON CAPITAL SERVICE 05/02/2025 20130666 1FQG-TXMH 101-41900-201 NAME TAG HOLDERS Central Services 18.29 AMAZON CAPITAL SERVICE 05/02/2025 20130666 1M1H-CNRX 101-41900-223 TOLIET CLEANNG SUPPLIES Central Services 16.29- AMAZON CAPITAL SERVICE 05/02/2025 20130666 1Q1M-XGRF 710-49970-221 EXTENSION CABLES IT Services 29.55 AMAZON CAPITAL SERVICE 05/02/2025 20130666 1Q1M-XGRF 710-49970-221 HDMI CABLES IT Services 23.97 AMAZON CAPITAL SERVICE 05/02/2025 20130666 1Q1M-XGRF 710-49970-221 WIRELESS ADAPTER CARD IT Services 13.99 AMAZON CAPITAL SERVICE 05/02/2025 20130666 1W13-T1KT-710-49970-221 MONITOR STAND IT Services 94.99- AMAZON CAPITAL SERVICE 05/02/2025 20130666 1XG1-QLMK-101-43000-226 HUNTER STEIN PPE(HARD HAT,JACKET,FLASHL Public Works Department 309.97 AMAZON CAPITAL SERVICE 05/02/2025 20130666 1XG1-QLMK-101-43000-226 FIRST AID KITS FOR TRUCKS(PPE)Public Works Department 196.62 AMAZON CAPITAL SERVICE 05/02/2025 20130666 1XG1-QLMK-101-43000-222 TRUCK CLEAN UP Public Works Department 27.35 AMAZON CAPITAL SERVICE 05/02/2025 20130666 1XG1-QLMK-101-43000-224 BIT SET ,CHARGERS,ZIP TIES,HITCH PINS FILE Public Works Department 157.63 Total 20130666:1,543.12 HOME DEPOT CREDIT SERVIC 05/02/2025 20130667 1082619 601-49400-227 WATER PLANT FIX WELLS Water 28.92 HOME DEPOT CREDIT SERVIC 05/02/2025 20130667 311002 101-43000-224 PRESSURE WASHER HOSE Public Works Department 32.98 HOME DEPOT CREDIT SERVIC 05/02/2025 20130667 3623809 601-49400-227 WATER PLANT WELL FIX Water 19.54 HOME DEPOT CREDIT SERVIC 05/02/2025 20130667 6183191 101-43000-224 PRESSURE WASHER HOSE Public Works Department 32.98- HOME DEPOT CREDIT SERVIC 05/02/2025 20130667 6311177 613-49830-223 FACILITY SUPPLIES GOLF COURSE Golf Course 33.95 HOME DEPOT CREDIT SERVIC 05/02/2025 20130667 8010063 101-41900-223 BUILDING REPAIR SUPPLIES Central Services 338.12 Total 20130667:420.53 MEDSURETY LLC 05/02/2025 20130668 3.21.25-4.27.101-21719 MFSA 3.21.25-4.27.25 FUNDS 60.00 MEDSURETY LLC 05/02/2025 20130668 DCAP Claim 101-21719 DCAP J. RUTHENBERG 1,666.64 Total 20130668:1,726.64 21 City of Orono Check Register - COUNCIL REPORT Page: 15 Check Issue Dates: 4/29/2025 - 5/12/2025 May 08, 2025 07:17AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount METROPOLITAN COUNCIL- SAC 05/02/2025 20130669 04.2025 SAC 101-20809 SAC 04/2025 7,455.00 METROPOLITAN COUNCIL- SAC 05/02/2025 20130669 04.2025 SAC 101-39610 SAC 04/2025 DISCOUNT 74.55- Total 20130669:7,380.45 UNITED STATES POSTAL SERVI 05/02/2025 20130670 04.2025 UB 602-49450-322 04.2025 UB POSTAGE Sewer 378.12 UNITED STATES POSTAL SERVI 05/02/2025 20130670 04.2025 UB 651-49910-322 04.2025 UB POSTAGE Storm Water 378.12 UNITED STATES POSTAL SERVI 05/02/2025 20130670 04.2025 UB 601-49400-322 04.2025 UB POSTAGE Water 378.12 Total 20130670:1,134.36 HUNTINGTON NATIONAL BANK 05/12/2025 20130671 955287 415-42260-602 BRUSH MEDICAL LEASE PAYMENT Fire Capital 21,664.68 HUNTINGTON NATIONAL BANK 05/12/2025 20130671 955287 415-42260-612 BRUSH MEDICAL LEASE PAYMENT Fire Capital 4,153.15 Total 20130671:25,817.83 MEDSURETY LLC 05/12/2025 20130672 03.28.25-05.101-21719 MFSA 3.28.25-5.4.25 FUNDS 35.01 MEDSURETY LLC 05/12/2025 20130672 05.09.25 DC 101-21719 DCAP J. CUTA 312.53 MEDSURETY LLC 05/12/2025 20130672 40870 101-41900-319 MAY 2025 FEES Central Services 220.00 Total 20130672:567.54 MN DEPT OF REVENUE-WIRE 05/12/2025 20130673 04.2025 Sale 601-39610 WATER METER SALES 164.00 MN DEPT OF REVENUE-WIRE 05/12/2025 20130673 04.2025 Sale 601-20806 WATER TAXABLE SALES 961.00 MN DEPT OF REVENUE-WIRE 05/12/2025 20130673 04.2025 Sale 613-37910 GREEN FEES 1,868.00 MN DEPT OF REVENUE-WIRE 05/12/2025 20130673 04.2025 Sale 613-37920 GOLF CART RENTAL 549.00 MN DEPT OF REVENUE-WIRE 05/12/2025 20130673 04.2025 Sale 613-37930 ALCOHOL/BEER 103.00 MN DEPT OF REVENUE-WIRE 05/12/2025 20130673 04.2025 Sale 613-37935 POP 7.00 MN DEPT OF REVENUE-WIRE 05/12/2025 20130673 04.2025 Sale 613-37940 CONCESSIONS - SALES TAX 68.00 MN DEPT OF REVENUE-WIRE 05/12/2025 20130673 04.2025 Sale 613-37960 GOLF BALLS 44.00 MN DEPT OF REVENUE-WIRE 05/12/2025 20130673 04.2025 Sale 613-37970 PRO SHOP SALES - SALES TAX 14.00 MN DEPT OF REVENUE-WIRE 05/12/2025 20130673 04.2025 Sale 101-39610 CREDIT - WRITE OFF 2.00- Total 20130673:3,776.00 PSN: PAYMENT SERVICE INVOI 05/12/2025 20130674 309969 101-41900-312 MISC PSN FEES 04.25 Central Services 3.85 PSN: PAYMENT SERVICE INVOI 05/12/2025 20130674 310460 602-49450-312 SEWER FUND PSN FEES 04.25 Sewer 353.98 PSN: PAYMENT SERVICE INVOI 05/12/2025 20130674 310460 651-49910-312 STORMWATER PSN FEES 04.25 Storm Water 353.98 PSN: PAYMENT SERVICE INVOI 05/12/2025 20130674 310460 601-49400-312 WATER FUND PSN FEES 04.25 Water 353.99 PSN: PAYMENT SERVICE INVOI 05/12/2025 20130674 310679 101-41900-312 BUILDING PERMIT PSN FEES 04.25 Central Services 9.90 22 City of Orono Check Register - COUNCIL REPORT Page: 16 Check Issue Dates: 4/29/2025 - 5/12/2025 May 08, 2025 07:17AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 20130674:1,075.70 WEX BANK 05/12/2025 20130675 104280613 101-42110-212 FUEL/K9 VEHICLE WHILE AT TRAINING Police Department 467.11 WEX BANK 05/12/2025 20130675 104280613 701-49800-212 NON OXY GAS Fleet Services 20.73 Total 20130675:487.84 Grand Totals: 1,172,577.83 23 Date: May 12, 2025 Item: 3 Presenter: Adam Edwards, City Administrator / Engineer Section: Consent Agenda Title: Upcoming Work Session and Council Training Schedule 1.Purpose: The purpose of the action item is to schedule future work session agendas and council training / orientations. 2.Background: a. Work Sessions. This is an opportunity for council members to propose and agree to future work session topics. Work session meetings are at 5 pm on the same days as 6 pm regular council meetings. The table below lists upcoming proposed subjects and dates. Date Subject Date Subject 13 Jan 14 Jul Average Lakeshore set back (Part 6) 27 Jan Council Code of Conduct 28 Jul General Fund Budget and Tax Levy UpdateSpecial Elections Council Goals 10 Feb Council Code of Conduct (Part 2) 11 Aug 24 Feb Interview Commissioner Applicants (Parks/Planning)25 Aug Enterprise Budget and Utility Rate Study Update 10 Mar Fire Service Coverage Discussion 8 Sep Preliminary Levy / Budget 14 Apr Joint Meeting With Parks Commission 22 Sep 28 Apr Street Maintenance 2026 - Canceled due to Weather Average Lakeshore set back (Part 6)- Canceled due to Weather 13 Oct Draft Capital Improvement Plans 12 May Request for Proposal (RFP) process summary 27 Oct Draft Capital Improvement Plans 27 May City Goals and Vision Discussion - Comp Plan look ahead 10 Nov 9 Jun Social Media Policy and Procedures 24 Nov Fee Schedule Update 23 Jun Preliminary Budget Guidance 2026 8 Dec None b. Council Trainings and Orientations. This is an opportunity for council members to propose and agree to additional trainings or orientations for council.. Staff will then prepare and execute the trainings. The table below lists upcoming proposed subjects and dates. Date and Time Subject Location Staff Lead AGENDA ITEM 24 March 7, 8:30- 10:00 Salt and Commodities Tours Wayzata and Medina DJ April 4, 10:00- 12:00 Orono's Conservation Design Code Orientation Council Chambers Laura 3.Staff Recommendation: I recommend the next work session occur as scheduled. COUNCIL ACTION REQUESTED Move to approve the draft work session schedule. 25 Date: May 12, 2025 Item: 4 Presenter: Christine Lusian, City Clerk Section: Consent Agenda Title: Waste Hauler Licenses 1.Purpose: The purpose of this action item is to approve licenses for waste haulers. 2.License Applicant(s): Orono is currently an open trash system (where residents select and hire their own licensed hauler) and we coordinate organized collection of single-sort recycling (glass, paper, plastic, etc.) through a contract with one hauler. Our licensed haulers provide all waste collection services to residents (trash, recycling, yard waste, compostable organics). City code requires a license to haul solid waste and the rates have to be approved by the council before granting a license. The renewal process begins each April before the licenses expire on May 31. Hauler Trash - 35 gallon Trash - 65 gallon Trash - 95 gallon Yard Waste Compostable Organics Curbside Waste 22.00 / month 26.00 / month 28.00 / month 279.99 / year 14.99 / month Randy's Sanitation (Republic Services) 39.00 / quarter 42.00 / quarter 45.00 / quarter 62.58 / quarter - Suburban Waste 25.00 / month 26.00 / month 27.00 / month 204.00 / year - Waste Management -12.00 14.00 -- Veit Disposal (roll-off only)----- 3.Staff Recommendation: Application requirements are complete and staff recommends approval of the waste hauler licenses listed above for the period of June 1, 2025 to May 31, 2026. AGENDA ITEM COUNCIL ACTION REQUESTED Motion to approve the waste hauler licenses listed above. 26 Date: May 12, 2025 Item: 5 Presenter: Correy Farniok, Police Chief Section: Consent Agenda Title: Agreement - West Metro Drug Task Force Second Amendment 1.Purpose: On July 27, 2004 Orono Police Department along with Hennepin County Sheriff’s Office, Medina Police Department West Hennepin Department of Public Safety and Mound Police Department entered into a joint powers agreement and formed the West Metro Drug Task Force (WMDTF). On September 13, 2016, the first amended and restated agreement was approved when the Minnetrista Police Department joined the WMDTF. The second amended agreement reflects the addition of the South Lake Minnetonka Police department, City of Edina, City of Eden Prairie, City of Hopkins, City of Minnetonka and the City of Saint Louis Park entering the agreement. 2.Staff Recommendation: Recommend approval of the Second Amended and Restated West Metro Drug Task Force Agreement. AGENDA ITEM COUNCIL ACTION REQUESTED Approval of the Second Amended and Restated West Metro Drug Task Force Agreement. Exhibits WMDTF JPA - 2025.pdf 27 28 29 30 31 32 33 34 35 36 37 38 Date: May 12, 2025 Item: 6 Presenter: Maggie Jin, Finance Director Section: Consent Agenda Title: 2024 Fund Transfer 1.Purpose: The purpose of this action item is to approve 2024 transfer. 2.Background: Staff has been working on audit for the last few month with audit fieldwork recently completed. Upon review of the general ledger and trial balance, there is a debt service fund (324) that has a negative fund balance. Therefore, staff is recommending the transfer per the attached exhibit to reallocate City funds from the Facility Fund (440). 3.Staff Recommendation: Staff recommends approval of the 2024 Transfer as presented. AGENDA ITEM COUNCIL ACTION REQUESTED Motion to approve the 2024 Transfer as presented on the attached exhibit. Exhibits 2024 Fund Transfer 39 Transfer From Transfer To Amount Purpose Facilities Fund (440)2021A Debt Service Fund (324) $ 180,000.00 Transfer from Facilities Fund to the 2021A Debt Service Fund. The transfer will cover the interest payment made during the debt service's first year in 2023 and will remove the negative fund balance in the debt service fund. City of Orono Schedule of 2024 Interfund Transfers and Loan Payments 40 Date: May 12, 2025 Item: 7 Presenter: James Van Eyll, Fire Chief Section: Consent Agenda Title: Hire Part-Time Firefighters 1.Purpose: This action item aims to gain approval to hire part-time firefighters. 2.Background: The Orono Fire Department is currently seeking part-time firefighters. 3.Recruitment: The selection process for the position involved application screening and an interview. The Fire Chief and firefighters conducted the interviews. The candidates have completed the background check and psychological and physical (pre-employment medical) exams. They will need to complete a probationary period. 4.Recommended Candidate: Aidan Liebl has 2 years of experience as a firefighter. He has passed Firefighter 1 & 2 and EMR. Cameron Aslakson has 2 years of experience as a firefighter. He has passed Firefighter 1 & 2 and EMR. Chris Adams has 17 years of experience as a firefighter. He has passed Firefighter 1 & 2 and EMT. 5.Recommended Compensation: Staff recommend hiring Aidan Liebl and Cam Aslakson as a part-time firefighters starting May 13, 2025. Pay. Starting rate of $20.00/hour. Benefits. Per the City Personal Policy, including enrollment in Police and Fire PERA. Staff recommend hiring Chris Adams as a part-time Captain starting May 13, 2025. Pay. Starting rate of $23.00/hour. Benefits. Per the City Personal Policy, including enrollment in Police and Fire PERA. AGENDA ITEM COUNCIL ACTION REQUESTED Motion to approve hiring Aidan Liebl and Cam Aslakson as part-time firefighters at $20.00 per hour and Chris Adams as a part-time Captain at $23.00 per hour, starting May 13, 2025. 41 Date: May 12, 2025 Item: 8 Presenter: Christine Lusian, City Clerk Section: Consent Agenda Title: Resignation and Recruitment - Records Technician 1.Purpose: The purpose of the action item is to accept the resignation of Records Technician Karen Johnson and inform council of the recruitment process to fill the vacancy created. 2.Background: A. Karen Johnson was hired on June 14, 2023 and her last day is May 6, 2025. The Administration Department is grateful for her service to the City of Orono in converting over a decade of historical paper microfiche city council records to digital format and wish her the best in her next chapter. B. The Administration department currently has two part-time Records Technician positions with one opening. The positions are critical to record retention, preservation, data practice law requirements, and routine city operation. 3.Recruitment: The recruitment process for the position involves advertising the position, application screening, interviews, background and reference checks. Upon completion of the process, a candidate will be presented to the council for consideration for appointment. AGENDA ITEM COUNCIL ACTION REQUESTED Motion to accept the resignation of Karen Johnson effective May 6, 2025 and authorize the staff to begin the recruitment process. Exhibits Administration - Records Technician Job Description 42 Job Posting RECORDS TECHNICIAN City of Orono Application Deadline: Applications accepted until position is filled Status: PERMANENT PART-TIME – 30 hours per week with flexible schedule Compensation Range: $14.42 - $16.48 per hour This position will be responsible for producing and organizing digital copies of the city’s documents for official record retention purposes. The position will assist with the City’s transition of paper to electronic filing system. The position reports to the City Clerk. Must be a high school graduate or equivalent. Must be 18 years of age or older and able to frequently lift/move 50 pounds. Please submit application online or by mail to: City Clerk, City of Orono, 2750 Kelly Parkway, Orono, MN 55356 / Phone: (952) 249-4600. Thank you for your interest in the city of Orono. 43 CITY OF ORONO Position Title: Records Technician Document Date: January 13, 2025 Department: Administration Accountable to: City Clerk FLSA Status: Non-exempt Nature of Work This position will be responsible for producing and organizing digital copies of the city’s documents for official records retention purposes. The position will assist with the city’s transition of paper to electronic filing system. Supervision Received and Exercised This position receives supervision by the city clerk. This position does not supervise the work of other employees. Essential Functions Essential functions listed below are intended as illustrations of the various types of work that may be performed. The omission of specific statements of duties does not exclude them if the work is similar, related or a logical assignment to the position. Producing and organizing digital copies of documents; Producing legible, accurate scans, and of highest quality possible; Preparing documents for scanning Tracking documents for destruction; Using the Records Retention Schedule for MN Cities; Performs other duties and assumes other responsibilities as assigned. Required Knowledge, Skills and Abilities Knowledge: Active Listening — Give full attention to what other people are saying, taking time to understand the points being made, asking questions as appropriate, and not interrupting at inappropriate times. 44 Reading Comprehension — Understand written sentences and paragraphs in work related documents. Speaking — Talk to others to convey information effectively. Service Orientation — Look for ways to help people. Abilities: Written Comprehension — Able to communicate effectively, take and understand direction, and should be highly organized. Oral Comprehension — Able to listen to and understand information and ideas presented through spoken words and sentences. Oral Expression — Able to communicate information and ideas in speaking so others will understand. Speech Recognition — Able to identify and understand the speech of another person. Written Expression — Able to communicate information and ideas in writing so others will understand. Minimum Requirements High School Diploma or equivalent. Available to work varied schedule up to 20 hours per week Desirable Qualifications Previous experience working with Laserfische and/or Microfiche Physical Demands and Working Environment Ability to perform repetitive tasks throughout their shift. Some lifting is required (less than 50 lbs) This position operates in an indoor environment, where employees are protected from weather conditions or contaminants, but not necessarily occasional temperature changes. 45 Date: May 12, 2025 Item: 9 Presenter: Maggie Jin, Finance Director Section: Consent Agenda Title: Stubbs Bay Lake Improvement District 1.Purpose: The purpose of this item is to set a public hearing for the establishment of a lake improvement district for Stubbs Bay. 2.Background: At the April 14, 2025 Council meeting, Lake Minnetonka Association Director Eric Evenson and Stubbs Bay resident and bay captain Karena Casey gave an informational presentation requesting the set-up of a lake improvement district on Stubbs Bay. The lake improvement district would allow a steady stream of funds to be collected to allow for improvement to the lake in Stubbs Bay. The set-up of the district would allow funding to be collected by tax levy, by utility bills or by bills sent via the lake improvement district itself. The preferred method would be by tax levy. In order to set up a lake improvement district, a petition has to be signed by the majority of the affected property owners in the district. Karena Casey, who is the bay captain, has put in tremendous efforts to get the required amount of petition signatures and is now asking that City Council takes the next step, which is to set up a public hearing on the establishment of the Stubbs Bay Lake Improvement District. The full petition with names of the signors will be available at the public hearing. The petition received to date have been verified by staff and has enough signatures. Per Minnesota State Statute 103B.521, it is required that majority (51%) of property owners within the proposed lake improvement district sign the petition; to date, over 70% have signed. The next step to be taken is for Council to make a motion to hold a public hearing for the establishment of the lake improvement district. After the public hearing occurs, the Council can approve or deny the establishment of the Stubbs Bay Lake Improvement District. The DNR is still reviewing the lake improvement district. In order to certify the levy for tax year 2026, the district must be established by July 1st. Attached to this council item are an updated map of the district, proposal and plans for the district, and letter of support. 3.Cost: The initial cost of setting up the lake improvement district involves staff time to meet with the district organizers to assist with proper procedures, putting council packet items together, reviewing petitions and other administrative tasks. The ongoing cost of the lake improvement district is minimal with staff time to certify the assessment roll to the levy and adding yearly information on the City website. The cost of treating Stubbs Bay will be paid through a levy by the property owners. The funding will not begin until taxes payable in 2026. AGENDA ITEM 46 4.Staff Recommendation: Staff is recommending Council sets a public hearing for June 9, 2025 for the establishment of the Stubbs Bay Lake Improvement District. COUNCIL ACTION REQUESTED Motion to set a public hearing for the establishment of the Stubbs Bay Lake Improvement District at the June 9, 2025 Council Meeting. Exhibits Stubbs Bay LID Plan 5-01-25 DNR Lake Vegetation Management Plan Carman Bay LID Letter of Support and Example of CBLID Report North Arm Bay Captains Letter of Support LMA Letter of Support LMCD Letter of Support 47 Stubbs Bay Lake Improvement District Proposal The following information has been submitted to the Minnesota Department of Natural Resources (DNR) on April 28, 2025, for their consideration as the citizens of the Stubbs Bay Lake Improvement District, with the cooperation of the City of Orono, to move forward to establish the proposed Stubbs Bay Lake Improvement District (SBLID) in accordance with Minnesota Rules 6115.0970. - A written statement of lake problems and objectives: Eurasian watermilfoil (EWM) and curlyleaf pondweed (CLP), both, non-native, invasive plants, have been problematic in Stubbs Bay for several decades. These two plants can reduce the diversity and abundance of native plants and therefore diminish the health of the bay. As well, these plants interfere with boating, swimming, recreation, and enjoyment in the bay. CLP can also adversely affect water quality. Other invasive species, e.g. flowering rush and starry stonewort, are found in nearby waterbodies and pose a risk of being introduced into Stubbs Bay. It is the intent of the SBLID to treat any invasive plant or animal that adversely effects the recreation, water quality, and ecological health of Stubbs Bay. Stubbs Bay residents, in coordination with the Lake Minnetonka Association (LMA), PLM Lake Management, and the Minnesota Department of Natural Resources (DNR) have developed a Lake Vegetation Management Plan (LVMP) (Exhibit A). In 2024, about 15-percent of the littoral area in Stubbs Bay was treated to control of Eurasian watermilfoil/curlyleaf pondweed. In 2025, the Stubbs Bay LVMP was approved and allow for the springtime treatment for CLP and a whole bay treatment for CLP/EWM to be done a fall 2025/spring 2026. Bay-wide treatments have proven to be effective in controlling Eurasian watermilfoil and curlyleaf pondweed in nearby bays and have plant surveys that show the diversity and abundance of native plants have improved in these bays without compromising water quality or aquatic life. The SBLID will design its LID to be consistent with the Carman Bay and St. Albans Bay LIDs. The Stubbs Bay treatments will build off the foundation established by the Lake Minnetonka Milfoil Project which was conceived in 2006 and refined over almost two decades of successful treatments on bays in Lake Minnetonka. The Lake Minnetonka Milfoil Project was done in a partnership with the US Army Corps of Engineers and the DNR to assess new technologies and approaches for large-scale selective herbicide treatments to control and combat EWM. The majority of the costs for the Stubbs Bay treatments have been and continue to be voluntarily borne by the bay residents. In 2024, Stubbs Bay received an invasive species management grant from the LMCD. A Lake Improvement District (LID) has been proposed to more equitably, efficiently and reliably fund and administer this program. Other aquatic invasive species (AIS), those now in the bay as well as those which may be introduced in the future, pose threats to the bay’s health and recreation and are therefore a concern. Zebra mussels are found in the bay and while research to control them shows promise, there are no known controls available yet. Once a proven treatment for zebra mussels is identified, the LID will consider programs to control zebra mussels. If other invasive plants, animals, or pathogens are found in Stubbs Bay, the SBLID will determine the best course of action to address them on a case-by-case basis. After EWM and CLP are under control, the LID will consider programs and collaborations that further improve water quality. 48 The Minnehaha Creek Watershed District classifies Stubbs Bay water quality as “poor.” The bay is impaired for excess nutrients due to phosphorus loading. This impairment results in nuisance algae blooms that limit the recreational use of this water body. Figure 1. Stubbs Bay Water Quality (MCWD) External phosphorous loading into Stubbs Bay has been reduced by protection of upland wetlands, storm water management regulations, conversion of land in the Stubbs Bay watershed from agricultural to residential and by projects done by the City of Orono and the Minnehaha Creek Watershed District in the early 2000’s. While more phosphorous loading models may be needed, it is believed the primary reason for the high phosphorous levels in the bay is internal loading. The SBLID will consider the development of water quality studies/plans or the implementation of water quality improvement projects (e.g. phosphorous sequestration) as part of a comprehensive approach to bay management. Such projects would likely require grant funding and/or a financial partnership with a governmental organization such as the MCWD or the LMCD. In accordance with Minnesota statutes, section 103B.571, for all projects proposed by the SBLID with a cost in excess of $5,000; a published notice and written notice shall be mailed at least ten days in advance to SBLID property owners and required local and state entities. Problems: 1. Eurasian watermilfoil, curlyleaf pondweed, and other AIS diminish the health of and interfere with recreation in Stubbs Bay. 2. Other AIS, including flowering rush, starry stonewort, and spiny water flea, may become established in Stubbs Bay are likely to have adverse impacts to the health and enjoyment of the bay. 3. Water quality in the Stubbs Bay is impaired for excess nutrients due to phosphorus loading. This impairment results in nuisance algae blooms that impact the ecological health and limit the recreational use of this water body. Objectives: 49 1. Eurasian watermilfoil, curlyleaf pondweed, and flowering rush will be controlled as specified in the proposed LVMP. 2. Native plants and water quality will be maintained or improved as specified in the proposed LVMP. 3. Monitor and assess impacts of additional AIS and consider feasible controls when needed and appropriate. 4. Water quality improvements will be considered as part of a comprehensive approach to bay management. Such undertakings may require grant funding or financial support or a partnership with organizations such as the Minnehaha Creek Watershed District or the LMCD. - The proposed type or types of water and land related resource management projects to be undertaken by the proposed district. This shall include a detailed statement of intended studies, management programs, remedial actions and construction projects. The initial and primary management project of the LID will be to continue the Eurasian watermilfoil and curlyleaf pondweed control programs under a LVMP, including the required treatments, monitoring, and assessments. The LID will cooperate with the LMA on efforts to monitor for starry stonewort and will consider programs and/or collaborations with local or state agencies to control other AIS based on viability of success and need in Stubbs Bay. There are no land-management projects are planned. Once EWM and CLP is under control, the SBLID will consider treatments to improve the clarity of Stubbs Bay. While internal loading is believed to be the primary source of phosphorous in the lake, additional studies may be needed to better quality the amount of external vs. internal loading. Most likely, water quality studies and programs would require grant funds and/or technical and financial participation from other sources. Details provided in Exhibit A. - A statement of the means by which the programs will be financed: See Exhibit B. SBLID sample budget and estimated assessment Homeowners with deeded or direct access to Stubbs Bay will be assessed and amount set annually by the Board of Directors. - A map showing the boundaries of the proposed LID: See Exhibit C. .Stubbs Bay Lake Improvement District Map. The boundaries of the LID are intended to include all properties with direct and deeded access to the bay. As information becomes available, the SBLID map will be updated to include up-to-date information on properties with direct or deeded access to the bay, including: land transfers, lot splits or combustions, new or updated deeded easements, missed parcels, etc. - The number of directors proposed for the district. Five (5). See Exhibit D for candidates who are interested in being involved in managing the LID. - Timeline A timeline to meet city obligations for establishment of the Stubbs Bay LID is included as Exhibit E. This timeline will allow the LID to meet assessment deadlines needed to fund 2026 LID activities. 50 - Any information indicating the degree of local interest and commitment to future management: Over the past several months, the Stubbs Bay LID organizers have campaigned to educate and garner support from property owners on the Bay regarding the proposed LID. Education efforts include notifying all of the residents in the proposed LID via mail and by e-mail (for those willing to share their e-mail addresses). A web site has been established (www.stubbsbay.org) and a Stubbs Bay public information meeting was held on April 14, 2025 before the Orono City Council. Several follow up e-mails have been sent and many one-on-one conversations held. The organizers have also met and communicated with city staff on the process and deadlines needed to establish a LID. Homeowners on Stubbs Bay have already made a sizeable investment to control EWM and CLP in the bay. Over $30,000 has been raised through voluntary contributions for a bay wide treatment in 2025. To protect this initial investment, Stubbs Bay LID organizers have explained to homeowners that additional spot treatments and monitoring will be needed and how a LID will provide an equitable and sustainable way to provide for on-going AIS control in Stubbs Bay. The Stubbs Bay Lake Vegetation Management Plan authorizes a 5-7-year variance from time of signing to perform herbicide treatments greater than 15% of the littoral area with herbicides to control EWM/HWM/CLP. - Stubbs Bay Lake Improvement District Petition: To date, almost 66% of the homeowners in the proposed LID have signed the petition for a Stubbs Bay LID. Over the next few months organizers will seek additional signatures. It is important to note, several properties on Stubbs Bay are owned by individuals whose properties are managed by LLCs, attorneys, or management companies that restrict the ability to connect with the property owner. See Exhibit F. - Copies of local ordinances that regulate the use of the lake or any public access: The Stubbs Bay LID will operate in compliance with all local ordinances (including those of the City of Orono, LMCD, and MCWD) that govern the use of Stubbs Bay and public accesses. Links to applicable local regulations are listed in Exhibit G, Local Ordinances. There are currently no local ordinances that would limit, control, or otherwise regulate any anticipated AIS or water quality improvement programs that may be undertaken by the Stubbs Bay LID. Should local ordinances or Stubbs Bay LID programs change, all the LID will seek all required authorizations and will operate in compliance with local and state requirements. All of the properties in the Stubbs Bay LID are located in part of the City of Orono zoned either LR-1A or LR-1B. The LR-1A one-family lakeshore residential district is intended to provide a district which will allow a combination of low-density residential development and limited agricultural activity. The LR-1B one-family lakeshore residential district is intended to provide a district which will allow a combination of medium-density residential developments and limited agricultural activity. All properties in LR-1A and 1B are subject to the City of Orono Code Title VI, Chapter 78, Zoning Regulations (which includes: Lakeshore Residential Districts, Floodplain Management, and Shoreland Management). The properties in the Stubbs Bay LID are also subject to City of Orono Code, Chapter 94, Waterways (which includes: docks, marinas, and related lake structures). 51 - The identification of any lands and waters which may be adversely affected by the implementation of District purposes, and a preliminary assessment of these adverse effects: No adverse effects to lands and waters are anticipated. The identified problems and stated objectives in the LID proposal aim to control the adverse effects of AIS in Stubbs Bay. Treatments of Eurasian watermilfoil and curlyleaf pondweed are done with herbicides registered by the United States Environmental Protection Agency and Minnesota Department of Agriculture and have been permitted by the Minnesota Department of Natural Resources. The products and methods used have occurred within a strict regulatory milieu, which is designed to minimize likely adverse effects and unintended consequences. Therefore, rather than causing or increasing adverse effects, the proposed LID will more likely control and decrease adverse effects. Other bays on Lake Minnetonka with similar treatment program have seem long-term improvements in the diversity and density of native pant communities. Treatments will only be done by experienced professionals licensed by the Minnesota and certified with the MnDNR. Plant surveys will be conducted by independent aquatic plant specialists. While not prohibited in Minnesota, no product using glyphosates will be used. Should the LID employ other products or methods to control Eurasian watermilfoil and curlyleaf pondweed or other AIS, of for water quality improvements, it will occur with the same regulatory oversight. Therefore, adverse effects to land or water are not anticipated. As the LID considers or proposes modifying the current Eurasian watermilfoil and curlyleaf pondweed control program or any control programs for other AIS, detailed assessments of possible adverse effects to lands and waters will be provided as required or appropriate. - A statement outlining the adequacy and ownership of public accesses, including public lands and beaches: The City of Orono owns a lot off Bayside Road (CR 84 - see map) and rents out four boat slips to Orono residents. It also operates a municipal dock at the end of Stubbs Bay Road. There are also fire lanes owned by the City of Orono that may be used for public access located at the end of Eastlake Street and Westlake Street. However, the nature of the accesses would be limit them to walk on uses. Stubbs Bay is a popular destination for anglers, wake sport enthusiasts, and boaters from across the he entire metropolitan area. While boaters may come from any of the public accesses on the lake, they most likely come from the North Arm or Maxwell Bay locations. 52 Figure 2, City property and docks located on Stubbs Bay - An estimate of the total equalized valuation of the property within the district: $196,895,500 (2025) - Any other information demonstrating accordance with the criteria and standards for establishment as laid out in 6115.0960 The regulation of activities on Lake Minnetonka below the OHW is controlled by the Lake Minnetonka Conservation District and the Minnehaha Creek Watershed District See Exhibit H, Letters of Support (more letters will be added as they arrive) Lake Minnetonka Association Letter of Support Lake Minnetonka Conservation District Letter of Support MCWD Letter of Support Carmans Bay LID Letter of Support North Arm Bay Letter of Support 53 Exhibit A, Stubbs Bay Lake Vegetation Management plan Included as an attachment to this e-mail and below. file:///C:/Users/ric/AppData/Local/Microsoft/Windows/INetCache/Content.Outlook/ 9XP5FARM/Stubbs%20Bay_Minnetonka_%20LVMP%202025_FINAL.pdf 54 Exhibit B, SBLID sample budget and estimated assessment. Proposed 2026 Stubbs Bay LID Budget Revenues 2026 Property Tax Resolution #XXXX 11,872 Grants/donations 0 Total Revenue 11,872 Expenditures Delineation Survey - Curlyleaf Pondweed 0 Delineation Survey - Eurasian Watermilfoil 0 Aquatic Plant Survey (Point Intercept Survey) (3,000) Treatment – Whole Bay (2 bumps)* (10,000) *1st treatment in late fall 2025 (paid in 2025 2 bumps in 2026 paid by LID) Lake Minnetonka Association – Program support 0 Board and Annual Meeting space (50) District PO Box Rental (72) Administrative Expenses - (printing, postage, public notice ad) (250) Accounting Services 0 Insurance (900) Total Expenditures (14,272) Revenue Over / (Under) Expenditures (6,000) Estimate Cash Balance December 31, 2025 6,000 Cash Balance December 31, 2026 0 55 Exhibit C, Stubbs Bay Lake Improvement District Map* *The boundaries SBLID map is intended to include all properties with direct and deeded access to the bay. As information becomes available, the SBLID map will be updated to include up-to-date information on properties with direct or deeded access to the bay, including: land transfers, lot splits or combustions, new or updated deeded easements, missed parcels, etc. 56 Exhibit D, Stubbs Bay LID Members Interested in an Appointment to the LID Board Proposed Board of Directors for SBLID Lee Harren leeharren@gmail.com 175 Bayside Rd Karena Casey karenacasey@mchsi.com, 255 Bayside Rd Plus 3 from this list of candidates: Ray Bernal rybernal@frontier.com 3775 Bayside Rd John Erickson johnrosserickson@aol.com, 865 Partenwood Rd Asim Gul sasimgul@gmail.com, 855 Partenwood Lane Mark Johnson markjohnson_ms@msn.com, 555 Oxford Road Bruce Lea brlea1@outlook.com, 740 Tonkawa Rd Jennifer Leikikh jleikikh@comcast.net, 495 Oxford Rd Barb McCreight barti432@aol.com, 692 Tonkawa Rd Matthew Walter mwalter@hrii.com, 746 Tonkawa Rd Bob Ryan bobryan@ryanautomall.com, 3625 Eileen Street Marcel Smits marcel_smits@me.com, 3345 Fox Street Ted Spooner Tspooner@aol.com, 700 Tonkawa Rd John Thiesse johnthiesse@gmail.com, 3855 Bayside Rd Brent Teele teele12@yahoo.com, 356 West Lake Steet 57 Exhibit E, LID Timeline from the City of Orono to form the Stubbs Bay LID April 14th Council Meeting – Present information about Stubbs Bay LID and request for input from council May 5th – Send City initial majority petitions to verify and certify May 12th Council Meeting – City formally accepts (or rejects) signatures on petition, petition and proposal in order to move forward with a public hearing notices May 13th at 10 am – Send Public Hearing notice to the newspaper for May 17th edition May 20th at 10 am – Send Public Hearing notice to the newspaper for May 24th edition June 2nd – Send City items to include in the June 9th Council meeting June 9th Council Meeting– tentative date for Public Hearing (must fall within 30 days of complete petition/proposal) and Council to accept the certified petition and approve resolution establishing the LID (June 23rd backup date). Must also have approval by DNR at this time. July 1st – Deadline for City to send information to County to establish LID in order to certify to 2026 property tax roll. See MN State Statute 275.067. 58 Exhibit F, Stubbs Bay Lake Improvement District Petition. Direct Link: www.stubbsbay.org Stubbs Bay Lake Improvement District Petition PETITION FOR THE ESTABLISHMENT OF A LAKE IMPROVEMENT DISTRICT To the City of Orono: The undersigned property owners are requesting the City of Orono establish the “Stubbs Bay Lake Improvement District” (SBLID) as proposed below. The SBLID is needed to provide an equitable and stable ongoing funding for Stubbs Bay residents to improve water quality and manage existing aquatic invasive species (AIS), such as Eurasian watermilfoil and curly leaf pondweed in Stubbs Bay, and be positioned to deal with future AIS threats. Voluntary small-scale treatments in past years have been successful but bay-wide management now needed to control Eurasian watermilfoil, curly leaf pondweed and improve water quality in Stubbs Bay. Absent these treatments, Eurasian watermilfoil and other invasive plants will dominate Stubbs Bay to the detriment of property values, recreational water activities, water quality, lake health, and appearance. The benefits to the property owners, as well as outside users of Stubbs Bay from the proposed SBLID would be improved recreational uses of the Bay, a return to its natural appearance, and providing a healthy Bay for native aquatic species. As stated, the SBLID is needed to provide an equitable and stable source of funding to help continually manage towards a healthier Bay. The proposed boundaries of the SBLID are properties with direct or deeded access to the Lake or its coves/channels beginning with the parcel located directly west of the Stubbs/Maxwell Bay Channel (PID 0511723430002, 865 Partenwood Rd, Orono) and all other parcels located in a clockwise direction around the bay ending with the parcel located directly east of the Stubbs Maxwell Bay Channel (PID 0511723430005, 3400 Fox St, Orono, MN 55356 ). All of these properties would benefit from the SBLID improvements. The SBLID would have five (5) directors all of who own property on the lake or have deeded access and who would be elected at an annual meeting of the property owners. The initial directors would be appointed City of Orono (5 directors). It is requested that the City of Orono provide administrative support and oversight for the SBLID. 59 13 Exhibit G, Links to all applicable local ordinances governing Stubbs Bay use and public accesses City of Orono Municipal Code: https://library.municode.com/mn/orono/codes/code_of_ordinances?nodeId=ORMICO01 Lake Minnetonka Conservation District Code of Ordinances: https://lmcd.org/resources/#code_of_ordinances Minnehaha Creek Watershed District Regulaitons: https://minnehahacreek.org/permits/regulations/ 60 14 Exhibit H, Letters of Support for the Stubbs Bay LID* *Additional letters of support will be added as they become available. Lake Minnetonka Conservation District Letter of Support for Stubbs Bay Lake Improvement District.pdf MCWD Lake Minnetonka Association Letter of Support Letter to Orono supporting the SBLID.pdf Carman Bay Letter of Support CBLID letter of support Stubbs Bay LID.pdf North Arm Bay Letter of Support Letter to Mayor and Council April 24 2025.pdf Orono Resolution 61 Stubbs Bay Hennepin County: LVMP start year- end year (2024-2029) 1 | P a g e DNR Lake Vegetation Management Plan The treatment protocols or management goals may change as new information becomes available and will be approved by the MnDNR. This variance does not preclude the requirements of applying for, and obtaining aquatic vegetation control permits (IAPM permits) as per Minnesota Rule chapter 6280. Refer to Lake Cooperator Data Summary for historic lake plant data, managament history and water quality data. Stubbs Bay, Lake Minnetonka, Hennepin County (27-0133-12) Date Signed: 4/14/2025 Expiration Date: 10/1/2030 Management Targets(s): Curly Leaf Pondweed (CLP), Hybrid and Eurasian Water Milfoil (EWM/HWM) Variance Conditions: This Lake Vegetation Management Plan (LVMP) authorizes a 5 variance from time of signing to perform herbicide treatments greater than 15% of the littoral area with herbicides to control EWM/HWM. Lake Description Location: Stubb’s Bay, Lake Minnetonka Major Watershed: Mississippi River-TC view Total Acres: 196.79 acres Average Secchi (m): 1 Meter Littoral Zone: 113 acres Trophic State: Eutrophic Maximum Depth: 30 ft Total Phosphorus: 48 PPB Problem Identification: 1. CLP Delineations 2024 = 2.5 mean density rating on a scale from 0 to 3. 2. EWM/HWM exists at 11% Frequency of Occurrence, August of 2024 (hereafter FOO) Management Goals: 1. Reduce CLP Population to less than 1.5 mean density rating 2. Maintain EWM/HWM below 20% FOO annually (August PI Survey) 3. Increase native submersed species /point to > 1.5 FOO 4. Maintain number of native submersed species at 18 over 5 years Proposed Actions: 1. Whole Bay- Fall / Fluridone treatment at 2-4 ppb to control CLP and EWM (2025) 2. Annual CLP Treatments using approved herbicides in excess of 15% of the littoral area if needed. 62 Stubbs Bay Hennepin County: LVMP start year- end year (2024-2029) 2 | P a g e REQUIRED ANNUAL MONITORING & REPORTING Failure to complete all required monitoring and reporting may result in no variance or permit the following year. Data will be provided to DNR Invasive Species Specialist using their data reporting template. Stubbs Bay, Lake Minnetonka, Hennepin County (27-0133-12) Required Monitoring (see table below for survey timing) 1. Summer delineations (Post 2024) 2. Annual, late season point-intercept survey to track native plant community changes. Justification, History & Public Participation Process Justification • Currently CLP is the most abundant species in early summer, recently completed delineations reveal ~ 50% of the littoral area is dominated by CLP in early summer. CLP levels may be contributing to increased Phosphorus release in early summer. • Currently EWM/HWM is at 11% FOO, requiring minimal treatment, however CLP treatments may provide increased habitat potential as well as water clarity increases which additionally will expand potential EWM/HWM populations History • Stubbs bay has not had significant management (16.8 acres of CLP/EWM treatment in 2024) Public Participation • The program has been supported by the private homeowners, The Lake Minnetonka Association along with financial support from the grants. Cooperator(s): The Lake Minnetonka Association, Private lakeshore property owners, Minnesota Department of Natural Resources Special Conditions APM permits are restricted to a maximum of a 50 foot-wide along shore treatment area on years of full-bay treatments 63 Stubbs Bay Hennepin County: LVMP start year- end year (2024-2029) 3 | P a g e Required Monitoring Timing Monitored/Submitted By Pre-treatment Delineation or Point- Intercept Spring (April-May) LMA Point-Intercept Survey(s) Early and Late Summer (June- September) LMA Water Quality Monitoring (Secchi, TP, Chl-a) Monthly (May-September) TRPD,MCWD,MPCA DNR Data Report Annually Lake Minnetonka Association DNR Evaluation: The DNR, in conjunction with other interested parties, will review the plant survey(s) and water quality results annually. If results are not meeting goals or producing negative results, then the approach to control may be revised at the discretion of the DNR. Notes to be filled out by the DNR annually are documented below. YEAR EWM % FOO CLP Mean Density #native/point # native submersed species Comments 2024 11 2.5 1.5 18 2025 2026 2027 2028 2029 2030 64 Stubbs Bay Hennepin County: LVMP start year- end year (2024-2029) 4 | P a g e SIGNATURES This Lake Vegetation Management Plan is in effect for 7 years from date of Regional Fisheries approval. If the plan is not renewed, then permits will be issued according to the standards listed in MR6280. DNR Approval: Submitted By: ___April Londo____________ Title: ___Invasive Species Specialist__________ Date: ____4/14/2025______________________ Signature: ______________________________ _______________________________________________ Regional Fisheries Manager ______________________ Date _______________________________________________ Regional Ecological & Water Resources Manager ______________________ Date I affirm that I am a representative of Stubbs Bay, Hennepin County and acknowledge participation in the development or implementation of this lake vegetation management plan. ________________________________________________ Cooperator’s Signature and Title _______________________ Date ________________________________________________ Cooperator’s Signature and Title _______________________ Date Either party may terminate participation in this plan at any time, with or without cause, upon 30 days’ written notice to the other party. If participation is terminated, permits will be issued according to standards listed MR6280. No language following this page supersedes the conditions in permits described above. 65 Carman Bay Lake Improvement District Post Office Box 124 Crystal Bay, Minnesota 55323 April 16, 2025 City of Orono 2750 Kelley Parkway Orono, Minnesota 55356 Dear Mayor Tunheim & Council Members Alisa Benson, Claire Berrett, Steve Persian and Jacqueline Ricks, Carman Bay Lake Improvement District supports the petition to establish Stubbs Bay Lake Improvement District. A Lake Improvement District, as governed by statute sections 103B.501 – 103B.581, is proven to transform citizen interest into a sustainable environmental stewardship and an evidence-based best practices method for managing aquatic invasive plant species for the benefit of the public, City of Orono and Stubbs Bay. A Lake Improvement District offers a comprehensive plan of action where no other exists. The Minnehaha Creek Watershed District successfully manages large scale improvements such as the Six Mile Creek-Halsted Bay project but is not tasked with the control of aquatic invasive species. The Lake Minnetonka Conservation District manages Lake Minnetonka. However, the LMCD’s Comprehensive EWM and CLP Management Plan only provides guidance for AIS management with a focus on education and prevention. The LMCD does not actively survey, treat or provide lake wide funding to control aquatic invasive species. The 2024 LMCD AIS Kick Start grant program was funded at fifty thousand dollars but currently has zero dollars in the 2025 budget. Carman Bay Lake Improvement District was formed July 24, 2017. The attached Carman Bay AIS Report discusses the superior results of the bay wide management of native and invasive plant community. As noted in the report, the objective of the DNR Lake Management Vegetation Plan for CBLID is the control Curlyleaf pondweed and Eurasian watermilfoil to a littoral frequency of 20% or less occurrence and maintain a healthy native community as measured by an annual point-intercept survey. Naturally, the civic engagement of Stubbs Bay Lake Improvement District will complement Orono’s practice of fostering collaborative public management. A Lake Improvement District is in harmony with Orono’s Lakeshore City principles to “protect and preserve Lake Minnetonka, and its water quality, and recreational assets that include 9 square miles of lakes with 38% of its housing on nearly 40 miles of Lake Minnetonka shoreline”. Sincerely, Mark D. Kieper Mark D. Kieper Chairman Carman Bay Lake Improvement District 66 Carman Bay AIS REPORT Patrick Selter, VP, PLM Lake & Land Management | December 17,2024 67 PAGE 1 Overview of the AIS program in Carman Bay Carman Bay is located in the city of Orono, Minnesota on Lake Minnetonka. In 2007 initial studies indicated high levels of Eurasian Water Milfoil and Curly Leaf Pondweed, two Aquatic Invasive Species found in Minnesota. Under the guidance of the Lake Minnetonka Association, a Lake Vegetation Management Plan was created to address concerns of the overabundance of these two AIS, and the reduction of native species. In response to that plan, the Lake Minnetonka Association in cooperation with the Minnesota Department of Natural resources, The Lake Minnetonka Conservation District and riparian property owners began treatment of Eurasian Water Milfoil and Curly Leaf Pondweed. More recently the riparian owners formed a Lake Improvement District to ensure annual funding is available for the program. The following information is an overview of the treatment program and represents the historical footprint of these activities. BEST MANAGEMENT PRACTICES USED IN CARMAN BAY The lake vegetation management plan follows a system of best management practices which includes annual activities to ensure the health of the aquatic plant community, identify any potential non-target impacts, as well as measure success of the program. These activities include: • Annual Delineations of both Eurasian Water Milfoil and Curly Leaf Pondweed • Selective treatment in real time of each species using EPA approved herbicides • Annual quantitative plant assessments of the whole bay 68 RESULTS Frequency of Occurrence (%) for each year surveyed in Carman Bay Species 9/1/2007 8/1/2011 8/1/2012 9/1/2013 8/1/2014 8/30/2016 9/6/2017 7/24/2018 8/7/2019 7/29/2020 8/11/2021 8/2/2022 8/10/2023 8/2/2024 Eurasian Water Milfoil 60.0 4.0 42.0 7.0 52.0 25.0 45.0 26.0 2.0 11.0 15.0 12.0 18.0 12.0 Curly Leaf Pondweed 4.0 0.0 1.0 0.0 0.0 4.0 6.0 5.0 0.0 4.0 0.0 2.0 0.0 1.0 Coontail 40.0 62.0 47.0 65.0 63.0 59.0 62.0 77.0 65.0 60.0 55.0 43.0 44.0 34.0 Chara 6.0 25.0 23.0 25.0 15.0 6.0 8.0 5.0 7.0 8.0 8.0 15.0 10.0 15.0 Large Leaf Pondweed 9.0 4.0 8.0 10.0 13.0 10.0 2.0 3.0 4.0 4.0 9.0 11.0 14.0 10.0 Water Stargrass 7.0 3.0 15.0 3.0 24.0 45.0 57.0 62.0 63.0 43.0 55.0 32.0 61.0 38.0 Bladderwort 2.0 3.0 1.0 3.0 2.0 1.0 0.0 1.0 2.0 1.0 2.0 0.0 0.0 1.0 Illinois Pondweed 4.0 13.0 22.0 26.0 13.0 5.0 2.0 2.0 0.0 4.0 0.0 0.0 2.0 7.0 Flatstem Pondweed 21.0 4.0 4.0 11.0 17.0 23.0 7.0 16.0 45.0 58.0 57.0 66.0 66.0 53.0 Whitestem Pondweed 2.0 0.0 3.0 6.0 6.0 10.0 11.0 11.0 0.0 12.0 8.0 2.0 6.0 9.0 Canadian Waterweed 5.0 4.0 15.0 2.0 7.0 8.0 13.0 18.0 8.0 4.0 6.0 8.0 12.0 10.0 Water Celery 6.0 19.0 29.0 34.0 26.0 44.0 53.0 47.0 38.0 46.0 59.0 51.0 48.0 42.0 Northern Water Milfoil 8.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.0 0.0 2.0 0.0 Water Marigold 4.0 4.0 8.0 5.0 9.0 7.0 3.0 2.0 0.0 0.0 0.0 0.0 1.0 0.0 Clasping Leaf Pondweed 25.0 14.0 38.0 40.0 30.0 23.0 32.0 22.0 35.0 28.0 45.0 31.0 40.0 23.0 Sago Pondweed 20.0 4.0 29.0 4.0 11.0 4.0 11.0 3.0 2.0 3.0 2.0 10.0 8.0 1.0 Slender Naid 0.0 0.0 0.0 0.0 0.0 11.0 14.0 0.0 7.0 8.0 13.0 11.0 6.0 4.0 Southern Naid 10.0 34.0 38.0 38.0 21.0 0.0 1.0 16.0 5.0 4.0 6.0 1.0 3.0 2.0 Stiff Pondweed 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12.0 0.0 0.0 17.0 0.0 2.0 Leafy Pondweed 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.0 0.0 19.0 0.0 0.0 0.0 0.0 Variable leaf pondweed 0.0 0.0 0.0 0.0 0.0 9.0 4.0 3.0 14.0 4.0 9.0 18.0 14.0 3.0 Fries' Pondweed 0.0 0.0 0.0 0.0 0.0 0.0 2.0 2.0 8.0 4.0 3.0 5.0 2.0 0.0 Water Crowfoot 0.0 1.0 2.0 1.0 1.0 11.0 4.0 0.0 0.0 0.0 0.0 5.0 2.0 1.0 Small Pondweed 0.0 0.0 0.0 0.0 0.0 4.0 1.0 0.0 0.0 0.0 2.0 0.0 8.0 2.0 Long leaf Pondweed 0.0 0.0 0.0 0.0 0.0 3.0 4.0 9.0 0.0 3.0 4.0 3.0 4.0 0.0 Small Duckweed 0.0 0.0 0.0 0.0 0.0 1.0 4.0 11.0 8.0 9.0 5.0 2.0 1.0 0.0 Large Duckweed 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0 2.0 4.0 5.0 0.0 0.0 0.0 Watermeal 0.0 0.0 0.0 0.0 0.0 0.0 4.0 3.0 0.0 4.0 5.0 3.0 1.0 0.0 White Waterlily 10.0 6.0 8.0 8.0 5.0 2.0 4.0 13.0 11.0 10.0 8.0 6.0 6.0 3.0 Spatterdock 0.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0 Star Duckweed 0.0 0.0 1.0 0.0 0.0 5.0 4.0 6.0 7.0 7.0 8.0 5.0 0.0 3.0 Arrowhead 0.0 0.0 0.0 0.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0 0.0 69 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0 200720082009201020112012201320142015201620172018201920202021202220232024% OccuranceCarman Bay Aquatic Taxa Water Celery Flatstem Pondweed Coontail Water Stargrass Clasping Leaf Pondweed Eurasian Water Milfoil 0 5 10 15 20 25 30 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 Number of Native Species Sampled 70 PAGE 1 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 200720082009201020112012201320142015201620172018201920202021202220232024Eurasian Water Milfoil Sampled Eurasian Water Milfoil Linear (Eurasian Water Milfoil) 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 Acres Of EWM Treated 71 PAGE 2 FLORISTIC QUALITY ASSESSMENT Floristic Quality Assessment (FQA) is a tool used by government agencies and conservation organizations to analyze the ecological value of an area based on its plant species composition. First introduced in the 1970s, it is based on the fact that some plants are not particular about where they grow (for instance, they might thrive in roadside ditches) while other species only grow in specialized habitats. In general, an increased presence of these specialized species means that an area is less ecologically degraded. Generally, 1-19 indicates low vegetative quality; 20-35 indicates high vegetative quality and above 35 indicates “Natural Area” quality. 23 24 25 26 27 28 29 30 2016 2017 2018 2019 2020 2021 2022 2023 2024 Floristic Quality 72 PAGE 3 AQUATIC MACROPHYTE COMMUNITY INDEX (AMCI) The Aquatic Macrophyte Community Index (AMCI) is a multipurpose tool developed to assess the biological quality of aquatic plant communities in lakes. It can be used to specifically analyze aquatic plant communities or as part of a multi-metric system to assess overall lake quality for regulatory, planning, management, educational, or research purposes. The components of the index are maximum depth of plant growth; percentage of the littoral zone vegetated; Simpson's diversity index; the relative frequencies of submersed, sensitive, and exotic species; and taxa number. The higher the score the better. 44 46 48 50 52 54 56 58 60 62 2016 2017 2018 2019 2020 2021 2022 2023 2024 AMCI score 73 PAGE 4 SIMPSON'S DIVERSITY INDEX (SDI) Simpson's Diversity Index (SDI) is one approach to quantifying biodiversity. SDI takes both the number of species and the population size of each species into account. The resulting value is between 0 and 1, with 0 representing no diversity (all individuals in an area are the same species) and 1 representing maximum diversity. DISCUSSION Since its beginning, the Carman bay management efforts have shown superior results. Invasive species continue to be maintained at low rates and thru the various measurements, Native plants, diversity and overall bay plant health have remain unchanged or have improved. Several new species have been recorded throughout the various years and others have remained the same or have seasonal dips. The metrics used to measure the success of this program have solidified that Invasive species can be managed with little to no impacts to the bay and suggest a healthier plant community today than when the project began. Since 2019, invasive milfoil levels have been kept below the 20% frequency of occurrence. In 2024, the mean native plant occurrence per point fell to 2.7 from a typical 3.2 to 3.5 range. Although this is the first significant decrease, the overall metrics continue to point to a very healthy plant community promoting excellent habitat and providing a sound aquatic ecosystem. 0.82 0.84 0.86 0.88 0.9 0.92 0.94 0.96 0.98 1 2016 2017 2018 2019 2020 2021 2022 2023 2024 Simpsons Diversity 74 April 24, 2025 Dear Mayor Tunheim and Councilors Benson, Berrett, Persian, and Ricks, Thank you for your service to the Citizens of Orono. This letter is to highlight two vital initiatives that help maintain the water quality of lakes in Orono: 1. Consistent, science-based and funded Bay Wide Treatment (BWT) programs for sustainable ecological health and enjoyment of our lakes. 2. Lake Improvement Districts (LIDs) that are essential for continued and equitable funding of BWTs. What is a LID? LIDs are mini-government districts that are formed by citizens to collaboratively address very specific lake quality issues in MN and provide equitable funding from lakeshore property owners. Please see this DNR website for more information. The goals of LIDs are to preserve, protect, and enhance the use and enjoyment of a lake. There are hundreds of LIDs across Minnesota. https://www.dnr.state.mn.us/waters/watermgmt_section/shoreland/lake-improvement- districts.html From the website: Lake Improvement Districts Minnesota Statutes 103B.501 - 103B.581 allows local citizen initiatives to petition counties to create lake improvement districts (LID) in order to address specific concerns within a lake watershed that cannot be addressed under normal governmental actions. Citizens and local governments willing to undertake such initiatives benefit from greater local involvement in the management of their own lakes. The DNR provides oversight and assistance. We believe it is necessary to understand "Bay Wide Treatment" (BWT) Programs to address Aquatic Invasive Plant Species (AIS) when considering whether LID formations should be supported by the City of Orono. BWT Programs for AIS 75 • BWT programs have been around for decades on Lake Minnetonka, to address infestations of Eurasian Water Milfoil (EWM or "milfoil") and, subsequently, Curly Leaf Pondweed (CLP). These two AIS "lake weeds" are highly invasive, damage the eco-system, and they are non- native to Lake Minnetonka. EWM was first detected on the lake in 1987. More AIS types are undoubtedly coming to Lake Minnetonka (e.g., Starry Stonewart, Flowering Rush, , Spiny Water Flea, Zebra Mussels). • AIS (aka “invasives”) are extremely problematic and can be treated professionally on a bay wide basis per DNR regulations, without compromising water quality and aquatic life. o AIS infestations choke out native plants and damage the fish populations that thrive in native vegetation. They spread rapidly from and to other lakes by floating through channels, and being transported by boats and trailers. o If AIS weren't so damaging, we wouldn't need BWT programs… or LIDs. • "Native" plants can also be problematic. Certain native plants and invasives can be treated (DIY by the homeowner or professionally) at the individual property level. o Natives cannot be treated bay wide. Some plants are protected and cannot be treated at all. Native plants are vital to a lake’s he alth. o Unfortunately – or fortunately, depending on how you look at things, we have an (over) abundance of native plants. o Shorter winters with less ice coverage and warmer temps make native and AIS plants increasingly more prolific. • AIS can render a bay or lake unusable for recreation because of how thick they get if allowed to propagate without mitigation. o This was the case 35 years ago on many bays of L. Mtka before herbicide treatments were scientifically proven and became more eiective at treating AIS. Eventually, nearly all bays were infested with EWM. o Sailing, kayaking, boating and water-skiing through EWM and CLP are virtually impossible once they take over a bay or lake's shallower areas (<20' deep – the littoral zone of a lake). Swimming can be dangerous. o Other treatments including cutting, pulling, and weed-rolling have been tried but these treatments are more costly and sometimes more ineiective. Harvesting (cutting) treatments actually spread the EWM more quickly throughout the lake making AIS infestations worse. o We can remember not being able to leave our docks on North Arm Bay with our boats because propellors became so tangled. Steering was impossible. Engines could overheat when water intakes became clogged and props became wrapped with weeds. o I (Cindy) also remember sailboat racing 32 years ago on Lower Lake and having to be mindful of avoiding the weed patches due to potential boat entrapment. We 76 couldn't get out of the weeds if the boat went into an EWM area because the keel was tangled. We would have to be towed out by a power boat! o Kayaking and canoeing through EWM and CLP are nearly impossible. o Nearly all bays on L. Mtka have - or have had - similar situations before starting on BWTs. o The Lake Minnetonka Association (LMA) assists in BWT management of bays enrolled in their “Bay Treatment Programs.” o Milfoil presents concerns and risks to swimmers because they can be tangled in the weeds and panic. Weed infestations may have played a part in several drownings. BWT Coverage and Consistency • "BWTs" are administered for a specific area (bay or lake) by professional companies with certified applicators, per DNR regulations that limit the timing, type of herbicides, and amounts of herbicides that can be applied. • If the AIS are particularly pervasive, it takes years (and $$$) to address the infestations because of the regulated limits of herbicides that are allowed per year. CLP is especially insidious as it produces “turions” (or seeds) that can survive for years in the lake bed, making it very stubborn to mitigate. However, once infestations can be knocked back, continued treatments are only for isolated spots as indicated on results of annual surveys. o This is why it's important to be consistent with a BWT programs for ongoing lake health. DIY Homeowner Treatments • DIY Homeowner treatment is allowed with permitting and treatment regulations. Many homeowners do not pull permits for their treatments or follow regulations. Treatments include herbicides, pulling by hand, cutting, and weed rollers. • DIY Homeowners cannot treat using the same herbicides as licensed companies – which can be ineiective for AIS. • DIY Homeowners often use more herbicide than necessary (e.g., “nuking ” the lake), compounding the amount of herbicides in the lake. • Professional and licensed companies can also treat individual property areas with or without BWT Programs. What if we don’t have BWTs on Lake Minnetonka? • Bays are taken over by AIS infestations rendering the lake unusable. • Once BWTs begin, it takes years to get control of the infestations. 77 • Without BWT programs, homeowners ramp up their personal treatments dumping more chemicals into the lake, without bay wide eiectiveness. • Treating at the homeowner level can be locally eiective in the short-term. However, it is ineNective long-term because the weeds drift around (especially when cut!), return and infestations never go away. They keep coming back year after year with a vengeance and areas on the bay that are not treated, grow bigger and thicker. The cycle of AIS infestations continues. Plus, cut weeds drift to neighbors which is not very neighborly – and they propagate next door. • Lake Minnetonka is especially exposed to AIS infestations because it is so heavily used. Boats/trailers transporting AIS from other lakes, enter the lake. Also, the 13 named “bays” are interconnected by channels where weeds float from bay to bay along with boat transfer. BWT Benefits Summary Regulated BWT programs are better than doing nothing collectively for lake health. • Science-based, regulated and applied by licensed professionals at proper times of the year. • Environmentally sound – preserves and promotes native habitat. • Eiective when applied correctly and consistently as needed for hotspots over time. • Safe – minimizes BWTs year-to-year, targeting AIS and not harming native plants • Cost eiective vs. other types of treatments including individual property owner eiorts. • More eiective at controlling infestations as some treatments are worse for weed propagation. • Home-owner treatments only are ineiective bay wide. • Minimizes individual property owner treatments that are unmanaged and applied with limited skill and knowledge. • Reduces overall chemical usage long term. • Recreational use and enjoyment of the lake improved for both property owners and day- users. • Preserves property values. • AIS infestations can be knocked back to almost nothing with annual treatments and staying with a program. This reduces spread, chemicals needed, and ongoing treatment costs. Additional Info on BWTs • The herbicides and treatments are continually evolving, and the U of MN has conducted scientific studies on their eiectiveness. The DNR monitors these treatments and eiectiveness. 78 • BWTs are performed on many lakes throughout the state. • “Point-intercept” surveys (PIS) are required to be performed annually by third parties. Maps are drawn (as you saw in the presentation by Karena Casey) to compare with past maps and show eiectiveness. Also, locations for future treatments are identified. Eventually, only spot treatments are needed with continued BWTs. • Lake Minnetonka is the most heavily populated and used lake in the state and Midwest. We should all be concerned about the lake’s health. • No organizations are addressing AIS on L. Mtka except citizens who step up, organize to fundraise and form LIDs. o The LMCD, MCWD, and DNR are unwilling and unable to treat the AIS. • When the invasives are knocked back, the native plants fill in, giving the impression that the BWTs aren't working. This confuses homeowners and they often ask, "Why should I give to the BWT program when the weeds are so bad anyway?" o Our answer is: "Because it's a lot worse with AIS infestations if we don't do BWT programs. You can treat at your own home if you are so inclined. But please support the BWT program so you can boat, swim, fish, and preserve your property values and the entire bay’s health." o If homeowners spend money on their individual treatments, they are less inclined to donate to BWT fundraising eiorts. North Arm Bay BWT – A Success Story We have participated in a LMA BWT program on North Arm Bay for about 10 years. Because of this ongoing program, our average annual costs have decreased over time, our treatments have required less chemicals, and there are fewer treatment locations. • The BWT costs have been between $0 and $15,000 per year now. The costs were as high as $42,000 at the beginning of our treatment program. These costs include required third- party PIS ($3,000 per year) to determine eiectiveness and the next year’s treatment plans. • The initial (and expensive) eiort knocked out EWM for about 5 years and has required only spot treatments since. • CLP is less pervasive now but it has taken several years to treatments to accomplish this. • The treatment amount varies from year to year based on weather, propagation and AIS transported to North Arm from other bays. • We have been diligent about annual fundraising with homeowners, and about 30% contribute, with a few generous people giving several $ thousand per year because they know how important BWTs are to the bay's health. 79 Why are LIDs important? • LIDs are a way to make BWTs more eiective and sustainable, and they help spread the cost out to all property owners. All property owners benefit from BWTs. • Without a LID, fundraising for the BWT becomes a drain on volunteers. If there are no volunteers, there are no BWTs… and the AIS take over quickly. • LIDS ensure continuity of BWTs. When AIS take over (and they will without BWTs), the long and expensive process starts again, along with unregulated homeowner treatment, and more chemicals in the lake. Once restarted, BWTs must play catchup for years to get the lake healthy again. This is costly and involves more herbicides than continued treatment. • Ongoing management of L. Mtka’s water health is critical. o New invasives will come along and we are already anticipating these. o Being pro-active for lake health management is preferrable to being re-active. Conclusion We hope you all can see why continued BWTs are essential for our lakes' health, recreational use and preserving property values. LIDS provide reliable funding and governance mechanisms that ensure environmentally sound, eNective and professionally managed BWTs continue. They also help mitigate ineNective and “nuking” treatments by individual homeowners. We hope that the City of Orono strongly supports citizen-led LID e;orts for our precious lakes in Orono. We also hope that more bays on L. Mtka will establish BWTs and LIDs to minimize weeds transported from bay to bay. Perhaps if Orono leads the way on this, more cities and bays will follow. This would help everyone (not just property owners) who enjoy L. Mtka. The LID formation process requires citizen eiorts. However, the ongoing eiort to manage a LID is more manageable once established, according to Carman Bay representatives who started their LID in 2017. Patrick Selter said he will gladly meet with people seeking more information about treatment processes. He is an expert on lake health throughout MN, and owns PLM Lake and Management 80 Corp (https://plmcorp.net/). This is the company that the LMA primarily hires. We have been pleased with their services for North Arm Bay. Thank you for your consideration. Please let us k now if you would like additional meetings to learn more. We would appreciate an acknowledgment from at least one of you on this letter. Sincerely, Cindy McDonnell and Toni Murphy McGlynn, LMA Co-Captains for North Arm Bay 81 May 2, 2025 City of Orono Mayor and Council 2750 Kelley Parkway Orono, Minnesota 55356 Dear Mayor Tunheim & Council Members Alisa Benson, Claire Berrett, Steve Persian, and Jacqueline Ricks: The Lake Minnetonka Association District strongly supports the petition to establish the Stubbs Bay Lake Improvement District. In 1990, the Governor of Minnesota signed the Lake Improvement District (LID) legislation into law giving citizens the ability to address specific concerns within a waterbody that cannot be addressed under normal governmental actions. Citizens willing to undertake such an initiative benefit from greater local involvement in the management of their own lakes. While the effort and resources needed to protect a waterbody is borne by the members of a LID, the entire public benefits. Due to decades of misuse and neglect, Stubbs Bay has become very polluted and infested with non-native plants that threaten the health of the bay and have become a nuisance to anyone recreating on the bay. The signatories of the Stubbs Bay LID petition recognize their stewardship role in protecting the health of the bay and creating a sustainable approach to assure the bay is well managed for years to come. The Stubbs Bay LID follows the lead of the Carmans Bay LID and the St. Albans Bay LID in providing lake property owners with the ability to implement programs, under the guidance of the MnDNR and others, to control AIS and improve water quality. Unless the City of Orono or another governmental body is willing to take on the role of managing Stubbs Bay, there are no likely or practicable alternatives to the Stubbs Bay LID. LIDs have proved to work well on other bays in Lake Minnetonka and in lakes throughout Minnesota. LIDs give a much needed voice and role to property owners in protecting their lakes. The Lake Minnetonka Association encourages the City of Orono to support efforts to establish a LID and help lakeshore property owners to protect Stubbs Bay. Best regards, Tom Frahm Tom Frahm, President, Lake Minnetonka Association Board of Directors 82 LAKE MINNETONKA CONSERVATION DISTRICT 5341 MAYWOOD ROAD, SUITE 200 • MOUND, MINNESOTA 55364 • PH: (952) 745-0789 www.lmcd.org • lmcd@lmcd.org To preserve and enhance the “Lake Minnetonka experience” April 30th, 2025 Eric Evenson Lake Minnetonka Association P.O. Box 248 Excelsior, MN 55331 RE: Letter of Support for Stubbs Bay Lake Improvement District Dear Eric Evenson, The Lake Minnetonka Conservation District (LMCD) is pleased to provide this letter of support to establish a Lake Improvement District (LID) on Stubbs Bay. Lake Improvement Districts are a great benefit to this lake and perfect solution to facilitate coordinated efforts for lake protection and maintenance activities. The LMCD Board has high regards for this effort and the opportunity it creates. Please accept this letter of support on behalf of the LMCD for the establishment of Stubbs Bay LID. Please contact me if you have questions or I can be of assistance at 952.745.0789. Respectfully, Jim Brimeyer Interim Executive Director cc: LMCD Board of Directors 83 Date: May 12, 2025 Item: 10 Presenter: Maggie Jin, Finance Director Section: Consent Agenda Title: Establish the Facilities Services Fund - Resolution 7582 1.Purpose: The purpose of this action is to establish a new internal services fund, the Facilities Services Fund. 2.Background: As part of the budget process, staff has been working on segregating internal services into their own funds, called internal service funds. Internal services funds are a type of fund used to account for goods and services provided to other departments. Internal service funds helps improve financial management by allowing more precise tracking of cost related to specific services and is useful for budgeting and decision making. Currently the City has three internal services funds: Fleet, Insurance and Information Technology (IT). These funds are used to track the specific services as named and sets aside funds, if any available at year-end, for future capital projects related to such services, such as projects and upgrades. The revenue for internal services funds comes from charging a service fee to each departments that use the good and services provided to them based on appropriate factors. Examples of factors used may include the allocation of staff time spent, goods purchased for each department, and subscriptions that each department uses. Staff is recommending the establishment of the Facilities Services Fund (702), an internal services fund. Staff will begin to move facility related services, supplies, maintenance and repairs to that fund from the Central Services department within the General Fund with the upcoming budgeting cycle for 2026. 3.Staff Recommendation: Staff recommends approval of Resolution 7582 Establishing the Facilities Services Fund. AGENDA ITEM COUNCIL ACTION REQUESTED Motion to approve Resolution 7582 Establishing the Facilities Services Fund. Exhibits Resolution 7582 - Establishing the Facilities Services Fund 84 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7582 A RESOLUTION ESTABLISHING THE FACILITIES SERVICES FUND WHEREAS, the Central Services department within the General Fund tracks expenditures that applies to all departments; and WHEREAS, the City has been tracking facility operating expenditure as part of the Central Services department; and WHEREAS, the use of internal service funds improves financial management by allowing more precise tracking of costs related to specific services; and WHEREAS, internal service funds are useful for budgeting and decision-making; and WHEREAS, the City already tracks information technology, insurance and fleet related expenditures as internal services fund; and WHEREAS, the creation of a Facilities Services Fund will allow precise tracking of costs related to facility services, supplies, maintenance and repairs; and WHEREAS, the fund will charge other departments for services provided; and NOW, THEREFORE, BE IT RESOLVED that the Facilities Services Fund be establish. Adopted by the City Council of Orono, Minnesota at a regular meeting held on May 12, 2025. ATTEST: CITY OF ORONO ___________________________________ __________________________________ Christine Lusian, City Clerk Bob Tunheim, Mayor 85 Date: May 12, 2025 Item: 11 Presenter: DJ Goman, Public Works Superintendent Section: Consent Agenda Title: Pavement Maintenance - Repaint/Striping 1.Purpose: The purpose of this action item is to gain Council approval for the 2025 street and parking lot pavement markings. 2.Background: The city routinely restripes as part of routine maintenance process as the paint wears off over time. The city has over 170,000 lineal feet of street and parking lot striping including: centerline, fog line, parking stalls, cross walks, and turn arrows. 3.Scope: The identified areas (see exhibit B) will have the the lines swept to remove sand and debris prior to paint being sprayed. 4.Cost: Public Works requested quotes from multiple contractors and only received one back . A summary of the quotes received are listed in the table below. The lowest quote was from Sir Lines A Lot for $19,852.00 Contractor Total Quote Sir Lines A Lot $ 19,852.00 Safety Signs No quote Warning Lights No quote 5.Funding: The project will be funded from the Streets, Parks and Facilities operating budgets 6.Staff Recommendation: I recommend acceptance of the quote provided by Sir Lines A Lot for $ 19,852.00 AGENDA ITEM COUNCIL ACTION REQUESTED Motion to authorize Sir Lines A Lot to complete the 2025 Striping project for $19,852.00 Exhibits A. Quote H25-0657 Orono 2025 Striping B. 2025 Striping 86 To: Contact:City Of Orono Orono 2025 StripingProject Name:Bid Number:H25-0657 Email:Orono, MN Address:2750 Kelley Parkway Phone: Project Location:City Of Orono, MN Bid Date:4/29/2025 Total PriceUnit PriceUnitItem DescriptionItem # Estimated 1 130,000.00 LF $0.13 $16,900.004" SOLID/BROKEN LINE PAINT 2 24.00 EACH $45.00 $1,080.00PAVEMENT MESSAGE ARROWS PAINT 3 1,040.00 SF $1.80 $1,872.00CROSSWALK/STOP BAR PAINT Total Bid Price: $19,852.00 Notes: •1. This quote includes ONE mobilization to complete the entire project. Additional, if requested, are $950.00 each. •2. Does not include any signage, brooming, late season markings, parking stall/trail striping, or pavement marking removals. •3. Owner/engineer to provide maps of areas to stripe. •4. Bond fee not included. If required, add 1.5% to total quote price. •5. All pavement markings are quoted as surface applied PAINT only. •6. Scope of work includes re-striping existing pavement markings only. Layout of new markings is not included. •7. Final quantities will be invoiced. ACCEPTED: The above prices, specifications and conditions are satisfactory and are hereby accepted. Buyer: Signature: Date of Acceptance: CONFIRMED: Sir-Lines-A-Lot Authorized Signature: Estimator:TJ Phillips (612) 434-0090 tj.phillips@linesalot.com Page 1 of 1 87 We are looking at striping the below ten roads: 1. McCulley RD (From CSAH 6-CSAH 19) 2. Watertown RD (From McCulley RD –Willow DR) 3. Willow DR (From CSAH 112-Fox ST) 4. Stubbs Bay RD (From Watertown RD – CSAH 84) 5. Old Crystal Bay RD (From CSAH 6 – CSAH 112) 6. Willow DR (From CSAH 6 – CSAH 112) 7. Brown RD (From CSAH 6 – CSAH 112) 8. Tamarack DR (From CSAH 6 – City Line about 1375’) 9. Hunter DR (From CSAH 6 – City Line about 1375’) 10. Fox ST (From CSAH 84 – CSAH 146) This roadway has NOT been done in the past and isn’t included in the 80,000 L.F. In the past, the above roads (not including Fox Street) have had about 80,000 L.F. of 4” yellow or white striping. If we could get this as a bid item, then we also like to add a line item to the bid to have arrows, crosswalk blocks, stop bars and parking lots done. These areas include: 1. McCully Rd a. 2 Arrows 2. Watertown Rd a. 5 Crosswalk blocks @ Old Crystal Bay RD 3. Willow Dr a. 2 Stop bars @ Watertown Rd. b. 1 Stop bar @ Fox ST 4. Stubbs Bay Rd a. 5 Cross-walk blocks @ trail 5. Old Crystal Bay Rd a. 17 arrows b. 44 Crosswalk bars c. 156 SQ. FT. of stop bar 6. Willow Dr a. 8 arrows b. 13 Crosswalk blocks c. 82 SQ. FT. of stop bar @ CSAH 112 7. Brown Rd a. 1 arrow b. 12 Crosswalk blocks @ CSAH 112 8. Tamarack Dr- none 9. Hunter Dr- none 10. Kelly Pkwy. a. 2 arrow @ Willow DR. 11. Bederwood Park parking lot (55 Stubs Bay RD) 12. Post Office at 1335 Brown RD S parking lot Thank you for your consideration. Please call me with any questions. 88 Brent Weldon 952-249-4670 89 Date: May 12, 2025 Item: 12 Presenter: Matt Karney, Planner Section: Consent Agenda Title: LA25-000018, 200 Woodhill Road, Interim Use Permit - Resolution 7583 1.Purpose: The applicant requests an interim use permit for grading in excess of 20,000-square feet for a storm sewer replacement project at the Woodhill Country Club. 2.MN§15.99 Application Deadline: The application was made on March 24, 2025 and deemed complete on April 10, 2025. Following the 60-day review period this application expires on June 9, 2025. 3.Background: The applicant requests an Interim Use Permit (IUP) to complete a grading and storm sewer replacement project at the Woodhill Country Club between the cities of Orono and Wayzata. Other ancillary improvements include reworking some greens and bunkers, addressing stormwater on the site and constructing some tee boxes. The area of disturbance in Orono is 4.92 acres on a property approximately 120 acres in size. Link to Item Packet Note: The application was submitted multiple times by the applicant creating multiple application numbers. The application was originally published and reviewed by the Planning Commission at the Public Hearing as LA25-000013. The application number has been changed to LA25-000018 to match the application number when the payment was processes within the permitting system. 4.Planning Commission Vote and Comment: On April 21, 2025, the Planning Commission held a public hearing and discussed IUP application. The Planning Commission discussed the project and the site improvements for the golf course as a whole. Following the public hearing, the Commission voted 6-0 to recommend approval of the interim use permit as recommended by staff. Included in the motion was a request for staff to include a condition of approval to restrict commercial vehicle access to County Road 15. Link to Meeting Video 5.Public Comment: One (1) public comment was received questioning how commercial vehicles would access the site.. 6.Staff Recommendation: Planning Staff recommends approval of the IUP application with a completion date of May 1, 2026. AGENDA ITEM 90 COUNCIL ACTION REQUESTED Council should move to adopt Resolution 7583. Exhibits Exhibit A - Draft Resolution 7583 with Exhibits Exhibit B - Site & Demo Plans Exhibit C - Public Comment (1) Exhibit D - Draft PC Minutes 91 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7583 1 A RESOLUTION APPROVING AN INTERIM USE PERMIT PURSUANT TO MUNICIPAL ZONING CODE SECTION 78-1726 FILE NO. LA25-000018 (Formerly LA25-000013) WHEREAS, on March 24, 2025, on behalf of the owner, Woodhill Country Club (hereinafter the “Owner”), a representative from Anderson Engineering (hereinafter the “Applicant”), applied for an interim use permit (hereinafter an “IUP”) accordance with the City Code for the property addressed 200 Woodhill Road, Orono and legally described as: Attached as Exhibit A (hereinafter the “Property”); WHEREAS,the Applicant made an application to the City of Orono for an IUP pursuant to Orono Municipal Zoning Code Section 78-1726 to allow for grading in excess of 20,000- square feet for a storm sewer replacement project with ancillary site improvements; and WHEREAS, on April 21, 2025, after published and mailed notice in accordance with Minnesota Statutes and the City Code, the Planning Commission held a public hearing, at which time all persons desiring to be heard concerning this application were given the opportunity to speak thereon; and WHEREAS,on April 21, 2025, the Planning Commission voted 6 to 0 in favor of a motion to recommend approval of the IUP as recommended by staff; and WHEREAS,on May 12, 2025, the City Council reviewed the application and the recommendations of the Planning Commission and City staff; and NOW, THEREFORE, BE IT RESOLVED that the City Council of Orono, Minnesota hereby approves an IUP to allow for a storm sewer replacement project with grading in excess of 20,000-square feet and described above based on one or more of the following findings of fact concerning the Property: FINDINGS OF FACT: A1. The analysis contained within staff memos and the exhibits attached to the aforesaid memos, all minutes from the above-mentioned meetings, and all other materials distributed at these meetings are hereby incorporated by reference. 92 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7583 2 A2. The Property is located in the RR-1B (One-Family Rural Residential) Zoning District. A3. Woodhill Country Club is uniquely situated across the municipal boundary between the City of Orono and the City of Wayzata. The proposed project involves property in both cities. The portion of the project within Orono’s city limits is the subject of this IUP. A4. The Applicant requests an IUP for a storm sewer replacement project, with ancillary site improvements. The project will conclude by May 1, 2026 with vegetation to be reestablished on the site by November 1, 2026. A5. Work on the site is to be conducted between the hours of 7AM and 6PM with an anticipated 20 vehicles travelling to and from the site each day work is conducted on the project. Fill is not being imported and is instead coming from the Wayzata portion of the property. A6. Vehicles will access the site using County Road 15 to Woodhill Drive. A7. The application was originally published and reviewed by the Planning Commission at the Public Hearing as LA25-000013. The application number has been changed to LA25-000018. A8. In considering this application for an IUP, the Council has considered the advice and recommendation of the Planning Commission and the effect of the proposed IUP upon the health, safety and welfare of the community, existing and anticipated traffic conditions, light and air, danger of fire, risk to the public safety, and the effect on values of property in the surrounding area. INTERIM USE PERMIT ANALYSIS: Per Orono Municipal Zoning Code Section 78-1726, an IUP is required in instances where land disturbance affects more than 20,000-square feet of area. Per Orono Municipal Zoning Code Section 78-916, the basis of the application and the evidence submitted, the city must find that the proposed use at the proposed location is or will be: B1. Consistent with the community management plan; the Property is a golf course, which is a permitted conditional use in RR-1B zoning district. The golf course use is consistent with the Comprehensive Plan (community management plan). Grading activities and renovations of an existing use is reasonable. This criterion is met;and B2. Compliant with the zoning code, including any conditions imposed on specific uses as required by article V, division III of the City Code; the proposed interim use is compliant 93 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7583 3 with the zoning code and is not subject to conditions by Article V, Division III of the City Code. This criterion is met; and B3.Adequately served by police, fire, roads, and stormwater management; the Property meets this standard. This criterion is met; and B4. Provided with an adequate water supply and sewage disposal system; the Property has access to an adequate water supply and sewage disposal system. This criterion is met; and B5. Not expected to generate excessive demand for public services at public cost; this proposal is not anticipated to impact public services. This criterion is met; and B6.Compatible with the surrounding area as the area is used both presently and as it is planned to be used in the future; the proposal does not involve changing the use of the Property. This criterion is met; and B7.Consistent with the character of the surrounding area, unless a change of character is called for in the community management plan; the proposal does not involve changing the character of the Property or the area. This criterion is met; and B8. Compatible with the character of buildings and site improvements in the surrounding area, unless a change of character is called for in the community management plan;the interim use will not change the compatibility of the site or use with the surrounding area. This criterion is met;and B9. Not expected to substantially impair the use and enjoyment of the property in the area or have a materially adverse impact on the property values in the area when compared to the impairment or impact of generally permitted uses; the interim use, including hauling of materials, grading, and infrastructure repair, is not anticipated to impact the use or enjoyment of Property in the area. This criterion is met; and B10.Provided with screening and buffering adequate to mitigate undesirable views and activities likely to disturb surrounding uses; the Property is split between the cities of Orono and Wayzata. The portion of the Property within the City of Orono is at least 120- acres in size. The areas to be disturbed are central to the Property and buffered by woods along the outside of the Property. This criterion is met; and B11. Not create a nuisance which generates smoke, noise, glare, vibration, odors, fumes, dust, electrical interference, general unsightliness, or other means; the proposal is not anticipated to create a nuisance, given the existing conditions of the Property. The 94 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7583 4 loading and unloading of hauling vehicles would occur in areas well within the subject Property. Impacts from the hauling of fill are anticipated to be minimal as much of the fill being placed in the Orono-portion of the property will come from the Wayzata-portion of the property. This criterion is met;and B12. Not cause excessive non-residential traffic on residential streets, parking needs that cause a demonstrable inconvenience to adjoining properties, traffic congestion, or unsafe access; the proposal is not anticipated to create excessive traffic burdens on the nearby road network, as Woodhill Road, the access serving the property, is not a through street, only providing access to a few residences in addition to the golf course. County Road 15, the regional access to the site, has the capacity to serve this use. This criterion is met;and B13. Designed to take into account the natural, scenic, and historic features of the area and to minimize environmental impact; the proposal, in part, is improving stormwater facilities in the area, improving the capabilities of moving water during heavy precipitation. This criterion is met; and B14. All exterior lighting shall be so directed so as not to cast glare toward or onto the public right-of-way or neighboring residential uses or districts; the proposal does not include the installation of any exterior lighting. This criterion is met; and B15. Not detrimental to the public health, public safety, or general welfare;the proposal does not come at a detriment to the public health, safety, or welfare of residents and landowners of the City of Orono. Per Orono Municipal Zoning Code Section 78-1747, no interim use permit may be granted unless the city council determines that the use will comply with the following: B16. The use is allowed as an interim use in the applicable zoning district; the Property is a golf course, which is a permitted conditional use in RR-1B zoning district. Grading activities are permitted by an interim use permit when property is greater than five (5) acres and more than 20,000-square feet of land disturbance is proposed. This criterion is met; and B17.The use will not delay anticipated development or redevelopment of the site; the Property is fully developed as a golf course and the proposed interim use is a reasonable redevelopment and improvement of the site. This criterion is met; and B18. The use will not be in conflict with any provisions of the City Code on an ongoing basis; the proposed interim use does not create a conflict with the City Code. This criterion is met; and 95 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7583 5 B19.The use will not adversely affect the adjacent property, the surrounding neighborhood, or other uses on the property where the use will be located; the proposed interim use is not anticipated to adversely affect the adjacent area. Only 4.92 acres of the more-than-120- acre property will be affected, and the work on the Property will be located away from adjacent properties. Commercial vehicles will be using the property’s primary entrance to County Road 15, minimizing the traffic impacts on the surrounding area. This criterion is met; and B20. The use will not impose additional unreasonable costs on the public; the interim use will not impose additional costs on the public. This criterion is met; and B21.The date or event that will terminate the use can be identified with certainty; the Applicant has indicated that the land disturbance project will be completed by May 1, 2026. The site will be revegetated following completion of the project. This criterion is met; and B22. The applicant agrees in writing to any conditions that the city council deems appropriate for the use, including a requirement for a financial security to ensure removal of all evidence of the use upon termination, and restoration of the site to prior or better conditions. The conditions shall be set forth in a development agreement between the property owner and the city, which agreement shall be recorded with the Hennepin County Recorder or Register of Deeds; approval of the IUP will be executed through a signed and recorded resolution. All requirements for the use and conditions of approval will be stated within the resolution. This criterion is met. CONCLUSIONS, ORDER AND CONDITIONS: Based upon one or more of the above findings, the Orono City Council hereby grants an IUP pursuant to Orono Municipal Zoning Code Section 78-1726 to allow for a storm sewer replacement project with land disturbance greater than 20,000-square feet in area. C1. Council approval is based on the entire record and, the above Findings. C2. The approved project shall conform to the site plan submitted by the Applicant, attached to this Resolution as Exhibit B. C3. Authorities granted by this resolution run with the Property, not with the Applicants, but are permissive only and must be exercised by commencing said project. The IUP will sunset on May 1, 2026. Any extension of the project may only be authorized by the City Council. 96 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7583 6 C4. The disturbed areas of the Property must be final graded and revegetated by November 1, 2026. The erosion control security will be held until the site is satisfactorily revegetated. C5. Any amendments to the plans that are not in conformity with City codes may require further Planning Commission and City Council review. C6. The Applicants agree to comply with the permitting requirements of all applicable jurisdictions including the Minnehaha Creek Watershed District. C7. Construction vehicles may not use the Woodhill Avenue access to the Property. All vehicles travelling to and from the site for this project must utilize County Road 15 to Woodhill Road. C8. The Applicant must receive approval of an admirative Grading and Land Alteration permit from the City prior to commencing work on site. C9. The IUP shall remain in effect as long as the conditions imposed by the City Council are observed, but nothing in this section shall prevent the city from enacting or amending official controls to change the status of interim uses. C10. The undersigned Owner agrees to the conditions herein. C11. Violation of or non-compliance with any of the terms and conditions of this resolution may result in the termination of any authority granted herein. ADOPTED by the Orono City Council on this 12th day of May, 2025. ATTEST: CITY OF ORONO: _______________________________ ________________________________ Christine Lusian, City Clerk Bob Tunheim, Mayor 97 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7583 7 Woodhill CC something something A “Minnesota Corporation” By: ________________________ it’s _____________(insert title**) STATE OF MINNESOTA COUNTY OF HENNEPIN This instrument was acknowledged before me this ___ day of ___________, 20___, by ____________, the _______________________(insert title**) of Happy Times, Inc., a Minnesota corporation, on behalf of the corporation. ____________________________________ Notary Public **Titles could be: “President” or “Vice President” or “Chief Financial Officer” Reserved for Property Owner Signature 98 Reserved for Exhibit A: Legal Description 99 100 101 932 934934934934 934936936 936938938 938942942942942 942944944944944 944946 946948948 948 948952 952952 952 952 952954 954 954 954 954 954956 956 956 956 956956958 958 958 958958962962962962962962 962 962 964964964964964964964964964964 966966966966966966966966966966968968 968968968968968968968968972972 972 972972972972972972972972972974974974 974974 974974974974 974 974974 974974976 976976 976976976976 976 9 7 6976976976 978 978978 978978978 978978 978978 9829829 8 2982 982982982 982 984984984984984984984 984986 986986986986986986 986986986988 988988988988 9 8 8 988988992 992992992992 992992 992 994994994994994994 994 994 9969969969 9 6996996 996 996 998998998998998 998 998 100210021002100 2 1002 10041004100410041004 10061006100610061006 10081008100810081008 10121012101210121012 101410141014 10161016 1016 10181018 1018 102 2 1022 102 4 1024 1026 1026102810281032103210341034 10361036 1036 1036 1038 1038 944944946946 948948 952954956958954954956956958 958962 962962 962 962 9 6 2 962962 964 964964 964 96 4 9 6 4 964 964966 966966 966 966 966 966 966968 9689 6 8 968 968 968 972 972 972 972 97 2 972 974 974 9 7 4 974 976 976 9 7 6 976 97 8 978 9 7 8 978 97898 2 98298 4 984986 986988 988944946948952954956958962964966 968 972974976978982984986988992994 958962964966968972 974976978982984986988992994 SCALE:1 ORONO DEMO PLAN 1"=150' PLOTTED:COMM. NO. DRAWING NO. 2/03/2025 17701 STORMWATER INFRASTRUCTURE IMPROVEMENTS 1 3 6 0 5 1 s t A v e n u e N . #1 0 0 P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0 A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C DRAWING TITLE CHECKED BY:DRAWN:DESIGNED: KS REVISION LOG DESCRIPTION OF REVISIONSNO.DATE WOODHILL COUNTRY CLUB 200 WOODHILL RD WAYZATA, MINNESOTA CONSTRUCTION DOCUMENTS PRINT NAME: SIGNATURE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE:LICENSE NO. PAGE: OF 20 ATKS KEY MAP CONTRACTOR NOTES 1.UTILITIES MUST BE LOCATED PRIOR TO EXCAVATION OR GRADING ON SITE. CALL GOPHER STATE ONE CALL AT 1-800-252-1166 AS SOON AS POSSIBLE TO SCHEDULE UTILITY LOCATIONS. 2.CONTRACTOR TO PROTECT ALL EXISTING SITE ELEMENTS NOT NOTED FOR REMOVAL. 3.ALL EXISTING UTILITIES SHOWN THROUGHOUT THIS PLAN ARE APPROXIMATE. FIELD VERIFY PIPE SIZE, MATERIAL AND LOCATION. ANY DISCREPANCIES FOUND IN THE FIELD SHALL BE DIRECTED TO THE ENGINEER IMMEDIATELY. N 0 150'300' ORONO DEMO PLAN CD100 LEGEND PROPERTY LIMITS CONSTRUCTION LIMITS EXISTING WATERMAIN EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING FENCE EXISTING GAS MAIN EXISTING OVERHEAD WIRES EXISTING TELEPHONE EXISTING UNDERGROUND ELECTRIC EXISTING IRRIGATION VAULT EXISTING SPRINKLER HEAD EXISTING STORM SEWER INLET REMOVE EXISTING UTILITY LINE REMOVE EXISTING ASPHALT PAVEMENT REMOVE EXISTING GRAVEL PAVEMENT REMOVE TREE WAYZATA/ORONO BOUNDARY REMOVING MAINLINE STORM SEWER REMOVING INLET/OUTLET PIPE REMOVING BITUMINOUS/GRAVEL CART PATHS 102 957957958959950 94995 1952 956 957 958 940940 940950950 950950 950 950960960960960 960960960 960970970 970970970970970970970970 9 8 0980 9 8 0 980980 980980 980980980990 990990990990 99 0 990990 1000100010001000100010 0 0 1000 1000 1000 10101 0 1 0 101010101010 1020102 0 10201030 1030 932 934934934934934936936 936938938 938942942942942 942944944944944 944946 946948948 948 948952 952952 952 952 952954 954 954 954 954954956 956 956 956 956956958 958 958 958958962 962962962962962962 962 962962 964964964964964964964964964964 966966966966966966966966966966968968 968968968968968968968968972972 972 972972972972972972972972972974974974 974974 974974974974 974 974974 974974976 976976 976976976976 976 9 7 6976976976 978 978978 978978978 978978 978978 9829829 8 2982 982982982 982 984984984984984984984984986 986986986986986986 986986986988 988988988988 9 8 8 988988992 992992992992 992992 992 994994994994994994994 994 994 9969969969969 9 6996996 996 996 998998998998998 998 998 100210021002100 2 1002 10041004100410041004 10061006100610061006 10081008100810081008 10121012101210121012 101410141014 101610161016 1018101 8 1018 1022102 2 1022 1024102 4 1024 102610261026 1028 10281032103210341034 10361036 1036 1036 1038 1038 950950960960944944946946 948948 9529549569589609609609 6 0 970 970970 970 970 970 9 8 0 980980980954954956956958 958962 962962 962 962 9 6 2 962962 964 964964 964 96 4 9 6 4 964 964966 966966 966 966 966 966 966968 9689 6 8 968 968 968 972 972 972 972 97 2 972 974 974 9 7 4 974 976 976 9 7 6 976 97 8 978 9 7 8 978 97898 2 98298 4 984986 986988 988950960970980990 944946948952954956958962964966968 972974976978982984986988992994 960970980 990 990990 958962964966968972 974976978982984986988992994 CBMH 2 CBMH 3 CBMH 4 CBMH 5 CBMH 6 CBMH 7 FES 8 OCS 9 CBMH 10 CBMH 12 CBMH 13 STMH 14 STMH 15 FES 16 OCS-1 CBMH 10A CBMH 2A CBMH 5A SCALE:1 ORONO PROPOSED IMROVEMENTS 1"=150' PLOTTED:COMM. NO. DRAWING NO. 2/03/2025 17701 STORMWATER INFRASTRUCTURE IMPROVEMENTS 1 3 6 0 5 1 s t A v e n u e N . #1 0 0 P l y m o u t h , M N 5 5 4 4 1 | a e -m n .c o m P 7 6 3 .4 1 2 .4 0 0 0 | F 7 6 3 .4 1 2 .4 0 9 0 A n d e r s o n E n g i n e e r i n g o f M i n n e s o t a , L L C DRAWING TITLE CHECKED BY:DRAWN:DESIGNED: KS REVISION LOG DESCRIPTION OF REVISIONSNO.DATE WOODHILL COUNTRY CLUB 200 WOODHILL RD WAYZATA, MINNESOTA CONSTRUCTION DOCUMENTS PRINT NAME: SIGNATURE: I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DATE:LICENSE NO. PAGE: OF 20 ATKS KEY MAP ORONO SITE PLAN CS100 LEGEND 1.UTILITIES SHOWN HERE ARE FOR INFORMATIONAL USE ONLY AND ARE NOT GUARANTEED IN THEIR ACCURACY. VERIFY WORK. NOTIFY ENGINEER OF ANY/ALL DISCREPANCIES IMMEDIATELY. 2.UTILITIES MUST BE LOCATED PRIOR TO EXCAVATION OR GRADING ON ANY SITE. CALL GOPHER STATE ONE CALL AT 1-800-252-1166 AS SOON AS POSSIBLE TO SCHEDULE UTILITY LOCATIONS FOR THIS SITE. 3.PROTECT ALL EXISTING IMPROVEMENT NOT NOTED FOR REMOVAL. CONTRACTOR TO REPAIR/REPLACE DAMAGES DUE TO THEIR WORK. 4.REFERENCE SHEET CP201 TO CP204 FOR STORM SEWER PROFILES. REFERENCE SHEET C500 & C501 FOR STORM SEWER CONSTRUCTION DETAILS GENERAL NOTES N 0 150'300' CONSTRUCTION LIMITS PROPOSED BITUMINOUS PAVEMENT PROPOSED GRAVEL PAVEMENT GRASS SEEDING AREAS SILT FENCE SEDIMENT CONTROL LOG PROPOSED STORM SEWER PIPE PROPOSED CONTOUR PROPOSED FLARED END SECTION PROPOSED CATCH BASIN/MANHOLE PROTECT INLET W/ SILT FENCE SEE DETAIL 1/C500 958 WAYZATA/ORONO BOUNDARY REPLACING EXISTING MAINLINE STORM SEWER POND IN-FILL MINOR EXCAVATION/CLEANING OUT OF EXISTING WELTAND INSTALLING NEW OCS INSTALLING NEW OCS INSTALLING NEW FES INSTALLING NEW FES TOTAL AREA OF DISTURBANCE: 4.92 ACRES VOLUME CALCULATIONS: CUT = 504 CY FILL = 3250 CY NET = 2746 CY INSTALLING NEW BIT CART PATH INSTALLING NEW BIT CART PATH REBUILD BUNKER REBUILD BUNKER REBUILD BUNKER REBUILD BUNKER REBUILD BUNKER REBUILD BUNKER REBUILD BUNKER REBUILD BUNKER REMOVE BUNKER REMOVE BUNKER REMOVE BUNKER REMOVE BUNKER BUILD NEW BUNKER BUILD NEW BUNKER REBUILD BUNKER ENLARGE GREEN ENLARGE GREEN REBUILD GREEN ENLARGE GREEN RESTORE TEE BUILD NEW TEE EXPAND TEE SURFACE LOWER & EXPAND TEE 103 1 Matthew Karney From:janie janieinc.com <janie@janieinc.com> Sent:Monday, April 21, 2025 8:30 AM To:Matthew Karney; Chris Bollis; Jon Ressler; Thomas Brandabur; Andrew Jarnot; Kelly Prchal; Sam Tift; Shane Weltzin Cc:janie janieinc.com Subject:Comments Item Item 6.4 - April 21, 2025 - Planning Commission Categories:Pubcoms RE: AGENDA ITEM Title: LA25-000013, Anderson Engineering, 200 Woodhill Road, Interim Use Presenter: Matt Karney, Planner Section: Public Hearings To: City Planner Matt Karney and Planning Commission Members I cannot attend tonight’s meeting. Please clarify and consider construction details and traffic related to this project. What disruption will there to be to the surrounding neighborhoods? I live on Woodhill Avenue and concerned about contractor traffic using the one-way in only back entrance to the club off of Woodhill Avenue. The cover letter states: Delivery frequency will vary by work stage. There will be no material hauling off site. Expect up to 20 contractor vehicles daily. Please verify that the contractors will be entering and exiting through the County Road 15 main entrance and not using the restricted one-way back entrance to the club off of Woodhill Avenue. Also, please verify that heavy equipment being brought in for the renovation will be brought in using the main entrance. The back entrance does not allow for any truck or commercial traffic. The cover letter does not address bringing equipment into the site. I Also, will the club be closed during the construction period of July 8 to November 30, 2025? Please include my questions and comments in the packet. Thank you in advance for your consideration. Janie Delaney ––––––––––––––– 612-990-3836 janie@janieinc.com 104 Draft Minutes Planning Commission Regular Meeting Monday, April 21, 2025, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 6.4. LA25-000013, ANDERSON ENGINEERING, 200 WOODHILL ROAD, INTERIM USE PERMIT. The Planning Commission is requested to review the Staff report, receive a presentation, and discuss and approve the permit request for a storm sewer replacement and ancillary golf course improvements at Woodhill Country Club, which is partially located in the City of Orono. Staff recommends approval subject to several conditions. The Planning Commission discussed the item and asked questions of staff and the applicant, Kyle Stebbing, Anderson Engineering, Plymouth, MN. Chair Bollis opened the public hearing at 7:17 p.m. There were no public comments. Chair Bollis closed the public hearing at 7:17 p.m. Commissioners said the application was straightforward and would be an improvement. Prchal moved, Weltzin seconded, to approve LA25-000013, 200 Woodhill Road, Interim Use Permit as applied with the condition that the construction entrance would be off County Rd. 15. VOTE: Ayes: 6, Nays 0. 105 Date: May 12, 2025 Item: 13 Presenter: Matt Karney, Planner Section: Consent Agenda Title: LA25-000011, 3275 Carman Road, Variances - Resolution 7584 1.Purpose: The applicant requests variances from the average lakeshore setback, 75-foot lakeshore setback and hardcover within the 75-foot lakeshore setback for a home expansion project. 2.MN§15.99 Application Deadline: The application was made on March 19, 2025 and deemed complete on April 3, 2025. The 60-day review period is to expire on June 2, 2025. 3.Background: The applicant proposes a home expansion project that includes modifications and expansions to the existing front porch, deck, and roof overhangs/eaves, as well as a chimney shroud addition. Due to the property’s location on a peninsula, the existing residence is fully lakeward of the average lakeshore setback line and is abutting the 75-foot lakeshore setback. With this project, the hardcover within the 75- foot lakeshore setback will be placed in a new location but will decrease by 153 square feet within the setback. The overall hardcover on the property will increase from 11.1% to 13.3%, an amount that is below the 25% level allowed within Tier 1 of the Stormwater Quality Overlay District where the property is located. Link to Planning Commission Packet. 4.Planning Commission Vote and Comment: On April 21, 2025, the Planning Commission held a public hearing and discussed the requested variance. Following the public hearing, the Commission voted 6-0 to recommend approval of the variances as recommended by staff. Link to Planning Commission Video. 5.Public Comment: No public comments have been received. 6.Staff Recommendation: Planning Staff recommends approval. AGENDA ITEM COUNCIL ACTION REQUESTED Council should move to adopt Resolution 7584, approving the requested variances subject to conditions. Exhibits Exhibit A - Resolution 7584 Exhibit B - Variance Exhibits Exhibit C - Draft Minutes 106 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7584 1 A RESOLUTION APPROVING VARIANCES FROM MUNICIPAL ZONING CODE SECTIONS 78-1279 and 78-1680 FILE NO. LA25-000011 WHEREAS, on March 19, 2025, Rehkamp Larson Architects (“Applicant”), applied for variances from the City Code for the property addressed 3275 Carman Road, Orono and legally described as: Lot 6, Block 1, Carman Cove, County of Hennepin, State of Minnesota (hereinafter the “Property”); WHEREAS, the Applicant has made application to the City of Orono for variances from Orono Municipal Zoning Code Sections 78-1279 and 78-1680 for a home expansion project, including modifications and expansions to the existing front porch, deck, and roof eaves, with a chimney shroud addition, within the average lakeshore and 75-foot lakeshore setbacks; and for new hardcover within the 75-foot lakeshore setback; and WHEREAS, on April 21, 2025, after published and mailed notice in accordance with Minnesota Statutes and the City Code, the Planning Commission held a public hearing, at which time all persons desiring to be heard concerning this application were given the opportunity to speak thereon; and WHEREAS, on April 21, 2025, the Planning Commission voted 6 to 0 in favor of a motion to recommend approval of the variances as recommended by staff; and WHEREAS, on May 12, 2025, the City Council reviewed the application and the recommendations of the Planning Commission and City staff; and NOW, THEREFORE, BE IT RESOLVED that the City Council of Orono, Minnesota hereby approves the requested variances as described above based on one or more of the following findings of fact concerning the Property: FINDINGS OF FACT: A1. This application was reviewed as Zoning File No. LA25-000011. The analysis contained within staff memos and the exhibits attached to the aforesaid memos, all minutes from the above-mentioned meetings, and any and all other materials distributed at these meetings are hereby incorporated by reference. 107 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7584 2 A2. The Property is located in the LR-1B (One-Family Lakeshore Residential) Zoning District. A3. The Property is within Tier 1 and hardcover is limited to 25% according to the Stormwater Quality Overlay District, and the Applicant is proposing 13.3% hardcover where 25% is allowed, with this project. The project will reduce hardcover from 1,203 square feet to 1,050 square feet within the 75-foot lakeshore setback. A4. The Applicant applied for average lakeshore setback and 75-foot lakeshore setback variances, and a variance for new hardcover within the 75-foot lakeshore setback. A5. In considering this application for variances, the Council has considered the advice and recommendation of the Planning Commission and the effect of the proposed variances upon the health, safety and welfare of the community, existing and anticipated traffic conditions, light and air, danger of fire, risk to the public safety, and the effect on values of property in the surrounding area. VARIANCE ANALYSIS: B1. Variances shall only be permitted when they are in harmony with the general purposes and intent of the ordinance; the average lakeshore setback makes development of the Property and improvement of the existing house challenging. The Property is a peninsula, and the proposed improvements are mostly screened by the existing house and are outside of the neighbors’ lake views. Efforts have been made to reduce impacts to the lakeyard. This criterion is met; and B2. Variances shall only be permitted when consistent with the comprehensive plan; the proposed variance to rebuild a deck, improve the roof and add patio space as accessory uses to a single-family residence is permitted within LR-1B zoning and is consistent with the comprehensive plan. This criterion is met; and B3. Variances may be granted when the Applicant for the variance establishes that there are practical difficulties in complying with the zoning ordinance. ‘Practical difficulties,’ as used in connection with the granting of a variance, means that: a. The property owner in question proposes to use the property in a reasonable manner, however, the proposed use is not permitted by the official controls; the request to improve the existing house as proposed, opposed to rebuilding entirely, is reasonable and meets all other applicable zoning regulations. This criterion is met; and b. The plight of the landowner is due to circumstances unique to his property not created by the landowner; the existing house is located within the average lakeshore setback 108 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7584 3 and any improvements to the house would fall within the average lakeshore setback and 75-foot lakeshore setback of the Property. This criterion is met; and c. The variance, if granted, will not alter the essential character of the locality; the proposed modifications to the house would not substantially impact the neighbors’ views of the lake, nor substantially encroach into the lakeshore setback, and will fit the character of the neighborhood according to the submitted and reviewed information. This criterion is met. B4. Economic considerations alone do not constitute practical difficulties; economic considerations have not been a factor in the variance approval determination. This criterion is met; and B5. Practical difficulties also include but are not limited to inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth-sheltered construction as defined in Minn. Stat. § 216C.06, subd. 2, when in harmony with Orono City Code Chapter 78; this condition is not applicable; and B6. The board or the council may not permit as a variance any use that is not permitted under Orono City Code Chapter 78 for property in the zone where the affected person's land is located; this condition is not applicable; exterior patio space, extended roof eaves, and a deck attached to a single-family home are allowed within in the LR-1B district; and B7. The board or council may permit as a variance the temporary use of a one-family dwelling as a two-family dwelling; this condition is not applicable; and B8. The special conditions applying to the structure or land in question are peculiar to such property or immediately adjoining property; the Property is encumbered by an average lakeshore setback that severely limits further development, and limits expansions or changes to the existing house. The house is located on a peninsula with lakeshore of three sides, applying the 75-foot lake setback is unique for the land. This criterion is met; and B9. The conditions do not apply generally to other land or structures in the district in which the land is located; the house is located entirely lakeward of the ALS; the Property is limited by both the average lakeshore setback and the 75-foot lakeshore setback on two sides. The Property has a legal building envelope of approximately 1,100 square feet, which the existing house is not located within. These conditions are not generally applicable to other properties and buildings in the area. This criterion is met; and B10. The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the Applicant; granting the variances is necessary to preserve 109 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7584 4 the landowners’ right to improve or develop their property as the small building envelope created by the applicable setbacks creates a hardship. This criterion is met; and B11. The granting of the proposed variance will not in any way impair health, safety, comfort or morals, or in any other respect be contrary to the intent of this chapter; granting a variance in this situation is not contrary to the intent of the Zoning Regulations. The proposed project involves little to no lakeward encroachments or lakeview impacts, and an overall reduction to hardcover within the 75-foot lake setback. This criterion is met; and B12. The granting of such variance will not merely serve as a convenience to the Applicant, but is necessary to alleviate demonstrable difficulty; the requested variances are necessary to make any improvements to the existing house and appurtenances and does not merely serve as a convenience to the Applicant. This criterion is met. CONCLUSIONS, ORDER AND CONDITIONS: Based upon one or more of the above findings, the Orono City Council hereby grants variances from Orono Municipal Zoning Code Section 78-1279 and 78-1680 for a home expansion project, including modifications and expansions to the existing front porch, deck, and roof eaves, with a chimney shroud addition, within the average lakeshore and 75-foot lakeshore setbacks, and new hardcover within the 75-foot lakeshore setback, subject to the following conditions: 1. Council approval is based on the entire record, above Findings. 2. The approved project shall conform to the plans submitted by the Applicant, attached to this Resolution as Exhibit A. 3. Any amendments to the plans which are not in conformity with City codes may require further Planning Commission and City Council review. 4. Authorities granted by this resolution run with the Property not with the owners, but are permissive only and must be exercised by obtaining a building permit for the new construction and commencing construction of said project. A framing inspection must be completed within one year of the date of Council approval, or the variance will expire on that date (May 12, 2026). 5. Violation of or non-compliance with any of the terms and conditions of this resolution may result in the termination of any authority granted herein. 110 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7584 5 ADOPTED by the Orono City Council on this 12th day of May, 2025. ATTEST: CITY OF ORONO: _______________________________ ________________________________ Christine Lusian, City Clerk Bob Tunheim, Mayor 111 3030STEEL BEAM. 5"Wx8"H. FLUSH w/ B.O. 2x10sW D ELEC WINE LOWER BATH *7'-3/4" LOWER BED 2 *8'-1/2" PETER'S OFFICE *8'-1" DEN *8'-1/2" *8'-1/2"*8'-2" CRAWL SPACE *5'-1" CONC CORK W.S.~3'-1" STEPH: 84 S: 33.5 H: 96 S: 74 UP 15 R FUR IN WALL FOR BEAM ? TV REMOVE DROPPED SOFFIT REMOVE COVE SCREEN PORCH (STONE PATIO ABOVE)BOOKSREMOVE COVE 3030BAR QWHOLE HOUSE FILTERED R.O. WATER (COOKING, DRINKING) LINEN 30CLOSET CLOSET 363621'-9"EQ EQ 36364'-412"36W.H. FURN ACCESS PANEL DOOR CHEST FREEZER 3624" REF EQ EQ UNEXCAVATED FROST FOOTING FOR FRONT PORCH LOWER PATIO CONC TILE WOOD CPT CPT TILE LOWER PATIO ~944' ELEV. (8' DROP FROM UPPER TERRACE) 948'952' (TERRACEABOVE) 950' 946' BATTENS WITH GYP ON CEILING ASSUME ALL TERRACED WALLS AND LANDSCAPE STAIRS ARE BY LANDSCAPE ARCHITECT MECH/LAUNDRY CLEAN UP AREA: GYP, TRIM AND PAINT, EPOXY FLOOR UNEXCAVATED 8" 32 RE-USE REF FROM KITCHEN HERE CAB 8" BLOCK GAS LOG EXISTING WINDOWS TO REMAIN - VFY EXISTING WINDOWS TO REMAIN - VFY COVERED LOWER PATIO 5' -0" 4'-0"4'-0"4'-6" 24 24 CLOSET EXIST. DECK ENDS HERE EXIST. DECK ENDS HERE ADDED DECK 11 SF OVER SETBACK ADDITION 192 SF (166 SF OVER THE SETBACK) EXISTING PATIO FOOTPRINT 81SF (30 SF OVER SETBACK) NEW PAVER CONNECTION BTWN DOORS 47 SF HARDCOVER REMOVED 136 SF HARDCOVER REMOVED 32SF OF PAVERS ARE UNDERNEATH THE 2'-0" CANTILEVER OF THE HOUSE EXISTING CONCRETE PAD REMOVED EXISITING RETAINING WALL EXISTING STEPS TO LAKE TO BE REAPPOINTED A10 LOWER LEVEL PLAN ATW, JEREHKAMP LARSON ARCHITECTS INC.2732 West 43rd Street, Mpls, MN 55410Tel. 612-285-7275DRAWN BY: ISSUE DATE: PROJECT PHASE: PROJECT NUMBER:Ahn Residence3275 Carman RoadOrono, MN 55331March 19, 2025 VARIANCE 24-035 2024.03.19 - AHN VARIANCE - NOT FOR CONSTRUCTIONN1LOWER LEVEL PLAN 1/4" = 1'-0" on 24x36 1/8" = 1'-0" on 11x17 0 2 4 8 112 32HEATER LIVING *14'-0" @ PEAK DINING *9'-9 1/4" GARAGE HALL *7'-10 1/2" KITCHEN *9'-9 1/4"PANTRY *7'-10 1/2" GUEST BATH *7'-10 1/2" TILE GARAGE ~*9'-5" NEW EPOXY FLOORING DECK UP 14R STORAGE G/R OWNER'S BEDROOM *7'-11" WOOD OWNER'S CLOSET *7'-11" WOOD ATTICACCESSOWNER'S BATH DN 15R H: 84H: 84 5'-0" *3'-6" X 11'-8" ISLAND2'-1"3'-6"3'-6"BENCH WITH HOOKS EXIST. DECK ENDS HERE 2 DN KEXIST. DECK ENDS HERE WD/STACK DRESSERIN FLOOR HEAT? ZERO THRES. TOWEL WARMER 30 BLUESTONE PATIO ~952' ELEV.7'-4"3632 323230 LINEN9' FLAT CEILING VAULTED 3'-3" X 5'-1" BENCH SHELF32DOG BED? DISHESCABGRILL 14'-5"3'-6" X 4'-3" 48" REF FRONT PORCH N1MAIN LEVEL PLAN 1/4" = 1'-0" on 24x36 1/8" = 1'-0" on 11x17 0 2 4 8 30 DW 48" OR 60" RANGE & HOOD FRONT CLOSET FROSTED GLASS 952' ELEV 950' ELEV 948' ELEV ELEV 944' ELEV F L U S H T O 6 " D R O P T O G R A D E 942' ELEV CONC BENCH TILE WD TILE WD WOOD WOOD WOOD IPE WOOD CPT WDTILE CPT FUR OUT WALL BROOM952' INSULATE GARAGE RAFTERS NEW GAS HEATER - NEW VENTING THROUGH THE ROOF 30 ELECT. SHADES ELECT. SHADES EXISTING FIREPLACE CORNER DEMO PARTS OF MASONRY (SEE DASHED) EQEQ 950' 948'946' 4'-0"4'-0"4'-6"4'-1"STEAM SHOWER EXISTING WINDOWS TO REMAIN - VFY EXISTING WINDOWS TO REMAIN - VFY WD OPT. WDW PATIO ADDED DECK 11 SF OVER SETBACK REMOVED DECK TOTAL: 63SF, OVER SETBACK: 47SF HOT TUB LOCATION? ADDITION EXISTING CORNER OF HOUSE EXISTING COLUMNS OF HOUSE LOWER PATIO ~944' ELEV. (8' DROP FROM UPPER TERRACE) EXISITING RETAINING WALL TO BE REMOVED EXISTING STEPS TO LAKE TO BE REAPPOINTED REHKAMP LARSON ARCHITECTS INC.2732 West 43rd Street, Mpls, MN 55410Tel. 612-285-7275DRAWN BY: ISSUE DATE: PROJECT PHASE: PROJECT NUMBER:Ahn Residence3275 Carman RoadOrono, MN 55331March 19, 2025 VARIANCE 24-035 2024.03.19 - AHN VARIANCE - NOT FOR CONSTRUCTIONA11 MAIN LEVEL PLAN ML, ATW 47.48 sf 13.47 sf 18.96 sf 11.23 sf 47 sf 113 N1ROOF PLAN 1/4" = 1'-0" on 24x36 1/8" = 1'-0" on 11x17 0 2 4 810/126/126/12 10/1210/1210/1210/126/126/12 6/123/123/12GUTTERS AT FRONT OF HOUSE - ASSUME 5" ALUM. SQUARE FOR PAINT DOWNSPOUT CONNECTS TO A FRENCH DRAIN THAT DAYLIGHTS DOWNHILL VERIFY CONDITION OF SKYLIGHTS AND IF THEY CAN BE RE-FLASHED WHILE PUTTING ON A NEW ROOF, OR IF THEY NEED TO BE REPLACED DEEPER OVERHANGS DEEPER OVERHANGS DEEPER OVERHANGS DEEPER OVERHANGS DEEPER OVERHANGS OPTIONAL CHIMNEY SHROUD 4 SF INTO SETBACK 8 SF INTO SETBACK 7 SF INTO SETBACK A13 ROOF PLAN ATW, JEREHKAMP LARSON ARCHITECTS INC.2732 West 43rd Street, Mpls, MN 55410Tel. 612-285-7275DRAWN BY: ISSUE DATE: PROJECT PHASE: PROJECT NUMBER:Ahn Residence3275 Carman RoadOrono, MN 55331March 19, 2025 VARIANCE 24-035 2024.03.19 - AHN VARIANCE - NOT FOR CONSTRUCTION0'-6" 1'-0"1'-0" 1'-0"1'-0"3'-2 1/2"1'-6"R1 R2 R3 114 0 2 4 8 1 NORTH ELEVATION 1/4" = 1'-0" on 24x36 1/8" = 1'-0" on 11x17 GUTTER GUTTER DOWNSPOUT 7-0 X 3-0 2'-0" X 3'-3" 2'-0" X 3'-3" 2'-0" X 3'-3" 2'-0" X 3'-3" 2'-0" X 3'-3" 2'-0" X 2'-0" 2'-7" X 7'-0" 2'-7" X 7'-0" VFY IF NEW WINDOW IN SAME LOC OR REUSE EXISTING OPTIONAL METAL SHROUD IS ADDED DEEPER OVERHANGS EXISTING CHIMNEY MAIN LVL (F.F.) LOWER LVL (F.F.) 8'-012"LIVING CEILING PEAK KITCHEN (F.C.) GARAGE HALL (F.C.) GARAGE FLOOR BONUS SPACE (F.F.) BONUS SPACE (F.C.) 7'-1012"8'-034"0 2 4 8 2 EXISTING NORTH ELEVATION 1/4" = 1'-0" on 24x36 1/8" = 1'-0" on 11x17 MAIN LVL (F.F.) LOWER LVL (F.F.) 8'-012"LIVING CEILING PEAK KITCHEN (F.C.) GARAGE HALL (F.C.) GARAGE FLOOR BONUS SPACE (F.F.) BONUS SPACE (F.C.) 7'-1012"8'-034"REHKAMP LARSON ARCHITECTS INC.2732 West 43rd Street, Mpls, MN 55410Tel. 612-285-7275DRAWN BY: ISSUE DATE: PROJECT PHASE: PROJECT NUMBER:Ahn Residence3275 Carman RoadOrono, MN 55331March 19, 2025 VARIANCE 24-035 2024.03.19 - AHN VARIANCE - NOT FOR CONSTRUCTIONA20 EXIST'G & PROPOSED ELEVATIONS ML. ATW, JE 1'-0" EXISTING HOUSE VOLUME/MASS EXPANDING VOLUME/MASS EXPANDING VOLUME/MASS AREAS OVER THE SETBACK REMOVED AREAS OVER THE SETBACK IOR ELEVATIONSEXTERIOR ELEVATIONS FRONT PORCH EXPANSION & ADDITION1 INCREASED ROOF OVERHANGS3 CHIMNEY SHROUD ADDITION4 115 42*7'-10 1/2"TILE*7'-10 1/2"TILEH: 84 *13'-1/2"H: 80.5S: 59.5H: 82S: 2928 OWNER'SBATHTILESTOOPH: 7.5S: 92DN PANTRY*7'-10 1/2"BATH*7'-10 1/2"TILEOWNER 369' FL CEIL 3'-6" X4'-3"FRONTPORCH30FRON CLOSE FROSTEDGLASSCONCBENCHFUR OU WALLELECT SHADESADDITIONEXISTINGCORNER OFHOUSEEXISTINGCOLUMNS OFHOUSEPROPOSED RENDERING OF ADDITION EXISTING CONDITIONS FRONT PORCH & ADDITION - EXISTING VS. PROPOSED EXST. ROOF LINE EXST. ROOF LINE PROPOSED PLAN EXISTING PLAN (*PLANS ARE TURNED TO FACADE PERSPECTIVE) 116 0 2 4 8 1 EAST ELEVATION 1/4" = 1'-0" on 24x36 1/8" = 1'-0" on 11x17 APPROX. NATURAL GRADE 7-0 X 3-0 7-0 X 3-0 2'-6" X 3'-7" 2'-6" X 3'-7" UNIT:9'-8" X 7'-0" (STAT)(STAT) 2'-6" X 5'-10" EXIST. OPTIONAL METAL SHROUD IS ADDED HOT TUB? DEEPER OVERHANGS TO COVERED PORCH SMALL EXPANSION TO DECK 75' LAKESHORE SETBACKEXISTING CHIMNEY DEEPER OVERHANGSDEEPER OVERHANGS 0 2 4 8 2 EXISTING EAST ELEVATION 1/4" = 1'-0" on 24x36 1/8" = 1'-0" on 11x17 REHKAMP LARSON ARCHITECTS INC.2732 West 43rd Street, Mpls, MN 55410Tel. 612-285-7275DRAWN BY: ISSUE DATE: PROJECT PHASE: PROJECT NUMBER:Ahn Residence3275 Carman RoadOrono, MN 55331March 19, 2025 VARIANCE 24-035 2024.03.19 - AHN VARIANCE - NOT FOR CONSTRUCTIONA21 EXST'G & PROPOSED ELEVATIONS ML, ATW, JE EXISTING HOUSE VOLUME/MASS EXPANDING VOLUME/MASS EXPANDING VOLUME/MASS AREAS OVER THE SETBACK REMOVED AREAS OVER THE SETBACK IOR ELEVATIONSEXTERIOR ELEVATIONS 1'-0" 1'-0" 0'-6" 1'-9 1/2" EXISTING DECK EXPANSION (11SF) & REMOVAL (47SF) OVER 75' SETBACK 2 INCREASED ROOF OVERHANGS3 CHIMNEY SHROUD ADDITION4 117 0 2 4 8 1 SOUTH ELEVATION 1/4" = 1'-0" on 24x36 1/8" = 1'-0" on 11x17 UNIT:14'-6" X 7'-0" UNIT:12'-6" X 7'-0" 3'-0" X 6'-0" 3'-0" X 6'-0" 3'-0" X 6'-0" 3'-0" X 6'-0" 3'-0" X 6'-0" 3'-0" X 6'-0" 3'-0" X 2'-4" 3'-0" X 2'-4" 3'-0" X 2'-4" 3'-0" X 2'-4" 3'-0" X 2'-4" 3'-0" X 5'-3-1/2" 3'-0" X 1'-6" 3'-0" X 1'-6" 3'-0" X 1'-6" 3'-0" X 1'-6" 3'-0" X 1'-6" 3'-0" X 5'-3-1/2" 3'-0" X 5'-3-1/2" 3'-0" X 5'-3-1/2" 3'-0" X 5'-3-1/2" 2'-4" X 6'-0" 2'-4" X 6'-0" 2'-4" X 6'-0" 2'-4" X 6'-0" 2'-4" X 6'-0" 2'-4" X 6'-0" 2'-4" X 6'-0" 2'-4" X 6'-0" LANDSCAPE STONES (STAT)(STAT) EGRESS EGRESS 2'-6" X 5'-10" OPTIONAL METAL SHROUD IS ADDED DEEPER OVERHANGS EXISTING DECK REMOVED SMALL EXPANSION TO DECK 75' LAKESHORE SETBACK EXISTING CHIMNEY NEW OVERHANG DEEPER OVERHANGS 75' LAKESHORE SETBACKEXISTING DECK FOOTPRINT TO REMAIN 0 2 4 8 2 EXISTING SOUTH ELEVATION 1/4" = 1'-0" on 24x36 1/8" = 1'-0" on 11x17 REHKAMP LARSON ARCHITECTS INC.2732 West 43rd Street, Mpls, MN 55410Tel. 612-285-7275DRAWN BY: ISSUE DATE: PROJECT PHASE: PROJECT NUMBER:Ahn Residence3275 Carman RoadOrono, MN 55331March 19, 2025 VARIANCE 24-035 2024.03.19 - AHN VARIANCE - NOT FOR CONSTRUCTIONA22 EXST'G & PROPOSED ELEVATIONS ML, ATW 1'-0" 1'-6" 3'-2 1/2" 4'-2" EXISTING HOUSE VOLUME/MASS EXPANDING VOLUME/MASS EXPANDING VOLUME/MASS AREAS OVER THE SETBACK REMOVED AREAS OVER THE SETBACK IOR ELEVATIONSEXTERIOR ELEVATIONS R1 R2 R3 EXISTING DECK EXPANSION (11SF) & REMOVAL (47SF) OVER 75' SETBACK 2 INCREASED ROOF OVERHANGS3 CHIMNEY SHROUD ADDITION4 118 3636 0H: 80 H: 83S: 32.5UP 15 RPOSTLOCATIONSAPPROXIMATEHOT TUBBLACKSTONEGRN EGG SMOKERGRILL H: 83.5S: 33PROPOSED - NET REDUCTION OF 140 SF OVER LAKE SHORE SETBACK EXISTING LOWER LEVEL PLAN LAKESIDE DECK - EXISTING VS. PROPOSED 136 SF 47 SF 11SF ADDED 183 SF REMOVED 32 SF ADDED PROPOSED RENDERING OF DECK EXISTING CONDITIONS (*PLANS ARE TURNED TO FACADE PERSPECTIVE) 119 0 2 4 8 1 WEST ELEVATION 1/4" = 1'-0" on 24x36 1/8" = 1'-0" on 11x17 GUTTER NEW DOORS ON EXISTING OPENINGS 3'-5" X 6'-0" 3'-5" X 6'-0" 3'-5" X 6'-0" 3'-0" X 7'-0" 7-0 X 8-0 7-0 X 16-0 2'-0" X 3'-3" 2'-0" X 3'-3" 3'-0" X 5'-6" 3'-0" X 5'-6" VFY IF NEW WINDOW IN SAME LOC OR REUSE EXISTING OPT. WDW EXIST.EXIST. EXIST.EXIST. EXIST.EXIST. EXIST. OPTIONAL METAL SHROUD IS ADDED SMALL EXPANSION TO DECK DEEPER OVERHANGS EXISTING CHIMNEY 75' LAKESHORE SETBACKDEEPER OVERHANGS 0 2 4 8 2 EXISTING WEST ELEVATION 1/4" = 1'-0" on 24x36 1/8" = 1'-0" on 11x17 REHKAMP LARSON ARCHITECTS INC.2732 West 43rd Street, Mpls, MN 55410Tel. 612-285-7275DRAWN BY: ISSUE DATE: PROJECT PHASE: PROJECT NUMBER:Ahn Residence3275 Carman RoadOrono, MN 55331March 19, 2025 VARIANCE 24-035 2024.03.19 - AHN VARIANCE - NOT FOR CONSTRUCTIONA23 EXST'G & PROPOSED ELEVATIONS ML, ATW 1'-0" 1'-0" 0'-6" EXISTING HOUSE VOLUME/MASS EXPANDING VOLUME/MASS EXPANDING VOLUME/MASS AREAS OVER THE SETBACK REMOVED AREAS OVER THE SETBACK IOR ELEVATIONSEXTERIOR ELEVATIONS EXISTING DECK EXPANSION (11SF) & REMOVAL (47SF) OVER 75' SETBACK 2 INCREASED ROOF OVERHANGS3 CHIMNEY SHROUD ADDITION4 120 LOT 7 BLOCK 1 LOT 6 LOT 5 LAGOON C A R M A N R O A D EDGE OF WATER LOCATED 05/23/22. ORDINARY HIGH WATER LEVEL = 929.4 FEET K E Y S T O N E R E T AININ G W A LL S EXISTING BOULDER RETAINING WALLS D E C K PAVER DRIVEWAY TO REMAIN B IT U M IN O U S SITTING AREA? GARDENLANDSCAPINGRIP RAP RIP RAP RIP RAPRIP RAPRIP RAP DOCK DOCK 30'-0" 1 0 '-0 "10'-0"10'-0"100 YEAR FLOOD LINE = 931.5 FEET 1 0 '-0 " S C R E E N P O R C H (B E L O W ) POOL PATIO SEE COFFIN AND GRONBERG SURVEY DATED MAY 24, 2000 SEE CARDARELL & ASSOCIATES SURVEY DATED JAN 27, 1975 (TREE LOCATIONS ARE APPROX.) (TREE LOCATIONS ARE APPROX.) (TREE LOCATION IS APPROX.) 7 5 '-0 "75'-0"P A V E R P A T I O P A T I OPORCH E L E V . ~9 5 2' E L E V . ~9 5 3 .1 'E L E V . ~9 4 6GARDEN STONE STEPS AND STEPPING STONES TERRACED GARDEN 10'-0" REMOVE CRAB APPLE TREE PROTECT TREE PROTECT TREES PROTECT TREE C A T C H B A S I N / F R E N C H D R A I N T O D A Y L I G H T D E C K R E M O V E D D E C K A D D E D A D D I T I O N P A T I O R E M O V E D A N D S M A L L P A V E R S T O O P T O R E M A I N REHKAMP LARSON ARCHITECTS INC.2732 West 43rd Street, Mpls, MN 55410Tel. 612-285-7275DRAWN BY: ISSUE DATE: PROJECT PHASE: PROJECT NUMBER:Ahn Residence3275 Carman RoadOrono, MN 55331March 19, 2025 VARIANCE 24-035 2024.03.19 - AHN VARIANCE - NOT FOR CONSTRUCTIONPROPOSED SITE PLAN S-B, JE, ATW EXISTIN G DWELLI N G EXISTIN G GARAG E WES T NEIG H B O R NORTHNEIGHBORDIAGRAM OF ADJACENT NEIGHBORS VIEW TO THE LAKE 1,092.13 sfBUILDABLE AREA OUTSIDEAVERAGE LAKE SETBACK121 3030STEEL BEAM. 5"Wx8"H. FLUSH w/ B.O. 2x10sW D ELEC WINE LOWER BATH *7'-3/4" LOWER BED 2 *8'-1/2" PETER'S OFFICE *8'-1" DEN *8'-1/2" *8'-1/2"*8'-2" CRAWL SPACE *5'-1" CONC CORK W.S.~3'-1" STEPH: 84 S: 33.5 H: 96 S: 74 UP 15 R FUR IN WALL FOR BEAM ? TV REMOVE DROPPED SOFFIT REMOVE COVE SCREEN PORCH (STONE PATIO ABOVE)BOOKSREMOVE COVE 3030BAR QWHOLE HOUSE FILTERED R.O. WATER (COOKING, DRINKING) LINEN 30CLOSET CLOSET 363621'-9"EQ EQ 36364'-412"36W.H. FURN ACCESS PANEL DOOR CHEST FREEZER 3624" REF EQ EQ UNEXCAVATED FROST FOOTING FOR FRONT PORCH LOWER PATIO CONC TILE WOOD CPT CPT TILE LOWER PATIO ~944' ELEV. (8' DROP FROM UPPER TERRACE) 948'952' (TERRACEABOVE) 950' 946' BATTENS WITH GYP ON CEILING ASSUME ALL TERRACED WALLS AND LANDSCAPE STAIRS ARE BY LANDSCAPE ARCHITECT MECH/LAUNDRY CLEAN UP AREA: GYP, TRIM AND PAINT, EPOXY FLOOR UNEXCAVATED 8" 32 RE-USE REF FROM KITCHEN HERE CAB 8" BLOCK GAS LOG EXISTING WINDOWS TO REMAIN - VFY EXISTING WINDOWS TO REMAIN - VFY COVERED LOWER PATIO 5' -0" 4'-0"4'-0"4'-6" 24 24 CLOSET EXIST. DECK ENDS HERE EXIST. DECK ENDS HERE ADDED DECK 11 SF OVER SETBACK ADDITION 192 SF (166 SF OVER THE SETBACK) EXISTING PATIO FOOTPRINT 81SF (30 SF OVER SETBACK) NEW PAVER CONNECTION BTWN DOORS 47 SF HARDCOVER REMOVED 136 SF HARDCOVER REMOVED 32SF OF PAVERS ARE UNDERNEATH THE 2'-0" CANTILEVER OF THE HOUSE EXISTING CONCRETE PAD REMOVED EXISITING RETAINING WALL EXISTING STEPS TO LAKE TO BE REAPPOINTED A10 LOWER LEVEL PLAN ATW, JEREHKAMP LARSON ARCHITECTS INC.2732 West 43rd Street, Mpls, MN 55410Tel. 612-285-7275DRAWN BY: ISSUE DATE: PROJECT PHASE: PROJECT NUMBER:Ahn Residence3275 Carman RoadOrono, MN 55331March 19, 2025 VARIANCE 24-035 2024.03.19 - AHN VARIANCE - NOT FOR CONSTRUCTIONN1LOWER LEVEL PLAN 1/4" = 1'-0" on 24x36 1/8" = 1'-0" on 11x17 0 2 4 8 122 32HEATER LIVING *14'-0" @ PEAK DINING *9'-9 1/4" GARAGE HALL *7'-10 1/2" KITCHEN *9'-9 1/4"PANTRY *7'-10 1/2" GUEST BATH *7'-10 1/2" TILE GARAGE ~*9'-5" NEW EPOXY FLOORING DECK UP 14R STORAGE G/R OWNER'S BEDROOM *7'-11" WOOD OWNER'S CLOSET *7'-11" WOOD ATTICACCESSOWNER'S BATH DN 15R H: 84H: 84 5'-0" *3'-6" X 11'-8" ISLAND2'-1"3'-6"3'-6"BENCH WITH HOOKS EXIST. DECK ENDS HERE 2 DN KEXIST. DECK ENDS HERE WD/STACK DRESSERIN FLOOR HEAT? ZERO THRES. TOWEL WARMER 30 BLUESTONE PATIO ~952' ELEV.7'-4"3632 323230 LINEN9' FLAT CEILING VAULTED 3'-3" X 5'-1" BENCH SHELF32DOG BED? DISHESCABGRILL 14'-5"3'-6" X 4'-3" 48" REF FRONT PORCH N1MAIN LEVEL PLAN 1/4" = 1'-0" on 24x36 1/8" = 1'-0" on 11x17 0 2 4 8 30 DW 48" OR 60" RANGE & HOOD FRONT CLOSET FROSTED GLASS 952' ELEV 950' ELEV 948' ELEV ELEV 944' ELEV F L U S H T O 6 " D R O P T O G R A D E 942' ELEV CONC BENCH TILE WD TILE WD WOOD WOOD WOOD IPE WOOD CPT WDTILE CPT FUR OUT WALL BROOM952' INSULATE GARAGE RAFTERS NEW GAS HEATER - NEW VENTING THROUGH THE ROOF 30 ELECT. SHADES ELECT. SHADES EXISTING FIREPLACE CORNER DEMO PARTS OF MASONRY (SEE DASHED) EQEQ 950' 948'946' 4'-0"4'-0"4'-6"4'-1"STEAM SHOWER EXISTING WINDOWS TO REMAIN - VFY EXISTING WINDOWS TO REMAIN - VFY WD OPT. WDW PATIO ADDED DECK 11 SF OVER SETBACK REMOVED DECK TOTAL: 63SF, OVER SETBACK: 47SF HOT TUB LOCATION? ADDITION EXISTING CORNER OF HOUSE EXISTING COLUMNS OF HOUSE LOWER PATIO ~944' ELEV. (8' DROP FROM UPPER TERRACE) EXISITING RETAINING WALL TO BE REMOVED EXISTING STEPS TO LAKE TO BE REAPPOINTED REHKAMP LARSON ARCHITECTS INC.2732 West 43rd Street, Mpls, MN 55410Tel. 612-285-7275DRAWN BY: ISSUE DATE: PROJECT PHASE: PROJECT NUMBER:Ahn Residence3275 Carman RoadOrono, MN 55331March 19, 2025 VARIANCE 24-035 2024.03.19 - AHN VARIANCE - NOT FOR CONSTRUCTIONA11 MAIN LEVEL PLAN ML, ATW 47.48 sf 13.47 sf 18.96 sf 11.23 sf 47 sf 123 N1ROOF PLAN 1/4" = 1'-0" on 24x36 1/8" = 1'-0" on 11x17 0 2 4 810/126/126/12 10/1210/1210/1210/126/126/12 6/123/123/12GUTTERS AT FRONT OF HOUSE - ASSUME 5" ALUM. SQUARE FOR PAINT DOWNSPOUT CONNECTS TO A FRENCH DRAIN THAT DAYLIGHTS DOWNHILL VERIFY CONDITION OF SKYLIGHTS AND IF THEY CAN BE RE-FLASHED WHILE PUTTING ON A NEW ROOF, OR IF THEY NEED TO BE REPLACED DEEPER OVERHANGS DEEPER OVERHANGS DEEPER OVERHANGS DEEPER OVERHANGS DEEPER OVERHANGS OPTIONAL CHIMNEY SHROUD 4 SF INTO SETBACK 8 SF INTO SETBACK 7 SF INTO SETBACK A13 ROOF PLAN ATW, JEREHKAMP LARSON ARCHITECTS INC.2732 West 43rd Street, Mpls, MN 55410Tel. 612-285-7275DRAWN BY: ISSUE DATE: PROJECT PHASE: PROJECT NUMBER:Ahn Residence3275 Carman RoadOrono, MN 55331March 19, 2025 VARIANCE 24-035 2024.03.19 - AHN VARIANCE - NOT FOR CONSTRUCTION0'-6" 1'-0"1'-0" 1'-0"1'-0"3'-2 1/2"1'-6"R1 R2 R3 124 0 2 4 8 1 NORTH ELEVATION 1/4" = 1'-0" on 24x36 1/8" = 1'-0" on 11x17 GUTTER GUTTER DOWNSPOUT 7-0 X 3-0 2'-0" X 3'-3" 2'-0" X 3'-3" 2'-0" X 3'-3" 2'-0" X 3'-3" 2'-0" X 3'-3" 2'-0" X 2'-0" 2'-7" X 7'-0" 2'-7" X 7'-0" VFY IF NEW WINDOW IN SAME LOC OR REUSE EXISTING OPTIONAL METAL SHROUD IS ADDED DEEPER OVERHANGS EXISTING CHIMNEY MAIN LVL (F.F.) LOWER LVL (F.F.) 8'-012"LIVING CEILING PEAK KITCHEN (F.C.) GARAGE HALL (F.C.) GARAGE FLOOR BONUS SPACE (F.F.) BONUS SPACE (F.C.) 7'-1012"8'-034"0 2 4 8 2 EXISTING NORTH ELEVATION 1/4" = 1'-0" on 24x36 1/8" = 1'-0" on 11x17 MAIN LVL (F.F.) LOWER LVL (F.F.) 8'-012"LIVING CEILING PEAK KITCHEN (F.C.) GARAGE HALL (F.C.) GARAGE FLOOR BONUS SPACE (F.F.) BONUS SPACE (F.C.) 7'-1012"8'-034"REHKAMP LARSON ARCHITECTS INC.2732 West 43rd Street, Mpls, MN 55410Tel. 612-285-7275DRAWN BY: ISSUE DATE: PROJECT PHASE: PROJECT NUMBER:Ahn Residence3275 Carman RoadOrono, MN 55331March 19, 2025 VARIANCE 24-035 2024.03.19 - AHN VARIANCE - NOT FOR CONSTRUCTIONA20 EXIST'G & PROPOSED ELEVATIONS ML. ATW, JE 1'-0" EXISTING HOUSE VOLUME/MASS EXPANDING VOLUME/MASS EXPANDING VOLUME/MASS AREAS OVER THE SETBACK REMOVED AREAS OVER THE SETBACK IOR ELEVATIONSEXTERIOR ELEVATIONS FRONT PORCH EXPANSION & ADDITION1 INCREASED ROOF OVERHANGS3 CHIMNEY SHROUD ADDITION4 125 42*7'-10 1/2"TILE*7'-10 1/2"TILEH: 84 *13'-1/2"H: 80.5S: 59.5H: 82S: 2928 OWNER'SBATHTILESTOOPH: 7.5S: 92DN PANTRY*7'-10 1/2"BATH*7'-10 1/2"TILEOWNER 369' FL CEIL 3'-6" X4'-3"FRONTPORCH30FRON CLOSE FROSTEDGLASSCONCBENCHFUR OU WALLELECT SHADESADDITIONEXISTINGCORNER OFHOUSEEXISTINGCOLUMNS OFHOUSEPROPOSED RENDERING OF ADDITION EXISTING CONDITIONS FRONT PORCH & ADDITION - EXISTING VS. PROPOSED EXST. ROOF LINE EXST. ROOF LINE PROPOSED PLAN EXISTING PLAN (*PLANS ARE TURNED TO FACADE PERSPECTIVE) 126 0 2 4 8 1 EAST ELEVATION 1/4" = 1'-0" on 24x36 1/8" = 1'-0" on 11x17 APPROX. NATURAL GRADE 7-0 X 3-0 7-0 X 3-0 2'-6" X 3'-7" 2'-6" X 3'-7" UNIT:9'-8" X 7'-0" (STAT)(STAT) 2'-6" X 5'-10" EXIST. OPTIONAL METAL SHROUD IS ADDED HOT TUB? DEEPER OVERHANGS TO COVERED PORCH SMALL EXPANSION TO DECK 75' LAKESHORE SETBACKEXISTING CHIMNEY DEEPER OVERHANGSDEEPER OVERHANGS 0 2 4 8 2 EXISTING EAST ELEVATION 1/4" = 1'-0" on 24x36 1/8" = 1'-0" on 11x17 REHKAMP LARSON ARCHITECTS INC.2732 West 43rd Street, Mpls, MN 55410Tel. 612-285-7275DRAWN BY: ISSUE DATE: PROJECT PHASE: PROJECT NUMBER:Ahn Residence3275 Carman RoadOrono, MN 55331March 19, 2025 VARIANCE 24-035 2024.03.19 - AHN VARIANCE - NOT FOR CONSTRUCTIONA21 EXST'G & PROPOSED ELEVATIONS ML, ATW, JE EXISTING HOUSE VOLUME/MASS EXPANDING VOLUME/MASS EXPANDING VOLUME/MASS AREAS OVER THE SETBACK REMOVED AREAS OVER THE SETBACK IOR ELEVATIONSEXTERIOR ELEVATIONS 1'-0" 1'-0" 0'-6" 1'-9 1/2" EXISTING DECK EXPANSION (11SF) & REMOVAL (47SF) OVER 75' SETBACK 2 INCREASED ROOF OVERHANGS3 CHIMNEY SHROUD ADDITION4 127 0 2 4 8 1 SOUTH ELEVATION 1/4" = 1'-0" on 24x36 1/8" = 1'-0" on 11x17 UNIT:14'-6" X 7'-0" UNIT:12'-6" X 7'-0" 3'-0" X 6'-0" 3'-0" X 6'-0" 3'-0" X 6'-0" 3'-0" X 6'-0" 3'-0" X 6'-0" 3'-0" X 6'-0" 3'-0" X 2'-4" 3'-0" X 2'-4" 3'-0" X 2'-4" 3'-0" X 2'-4" 3'-0" X 2'-4" 3'-0" X 5'-3-1/2" 3'-0" X 1'-6" 3'-0" X 1'-6" 3'-0" X 1'-6" 3'-0" X 1'-6" 3'-0" X 1'-6" 3'-0" X 5'-3-1/2" 3'-0" X 5'-3-1/2" 3'-0" X 5'-3-1/2" 3'-0" X 5'-3-1/2" 2'-4" X 6'-0" 2'-4" X 6'-0" 2'-4" X 6'-0" 2'-4" X 6'-0" 2'-4" X 6'-0" 2'-4" X 6'-0" 2'-4" X 6'-0" 2'-4" X 6'-0" LANDSCAPE STONES (STAT)(STAT) EGRESS EGRESS 2'-6" X 5'-10" OPTIONAL METAL SHROUD IS ADDED DEEPER OVERHANGS EXISTING DECK REMOVED SMALL EXPANSION TO DECK 75' LAKESHORE SETBACK EXISTING CHIMNEY NEW OVERHANG DEEPER OVERHANGS 75' LAKESHORE SETBACKEXISTING DECK FOOTPRINT TO REMAIN 0 2 4 8 2 EXISTING SOUTH ELEVATION 1/4" = 1'-0" on 24x36 1/8" = 1'-0" on 11x17 REHKAMP LARSON ARCHITECTS INC.2732 West 43rd Street, Mpls, MN 55410Tel. 612-285-7275DRAWN BY: ISSUE DATE: PROJECT PHASE: PROJECT NUMBER:Ahn Residence3275 Carman RoadOrono, MN 55331March 19, 2025 VARIANCE 24-035 2024.03.19 - AHN VARIANCE - NOT FOR CONSTRUCTIONA22 EXST'G & PROPOSED ELEVATIONS ML, ATW 1'-0" 1'-6" 3'-2 1/2" 4'-2" EXISTING HOUSE VOLUME/MASS EXPANDING VOLUME/MASS EXPANDING VOLUME/MASS AREAS OVER THE SETBACK REMOVED AREAS OVER THE SETBACK IOR ELEVATIONSEXTERIOR ELEVATIONS R1 R2 R3 EXISTING DECK EXPANSION (11SF) & REMOVAL (47SF) OVER 75' SETBACK 2 INCREASED ROOF OVERHANGS3 CHIMNEY SHROUD ADDITION4 128 3636 0H: 80 H: 83S: 32.5UP 15 RPOSTLOCATIONSAPPROXIMATEHOT TUBBLACKSTONEGRN EGG SMOKERGRILL H: 83.5S: 33PROPOSED - NET REDUCTION OF 140 SF OVER LAKE SHORE SETBACK EXISTING LOWER LEVEL PLAN LAKESIDE DECK - EXISTING VS. PROPOSED 136 SF 47 SF 11SF ADDED 183 SF REMOVED 32 SF ADDED PROPOSED RENDERING OF DECK EXISTING CONDITIONS (*PLANS ARE TURNED TO FACADE PERSPECTIVE) 129 0 2 4 8 1 WEST ELEVATION 1/4" = 1'-0" on 24x36 1/8" = 1'-0" on 11x17 GUTTER NEW DOORS ON EXISTING OPENINGS 3'-5" X 6'-0" 3'-5" X 6'-0" 3'-5" X 6'-0" 3'-0" X 7'-0" 7-0 X 8-0 7-0 X 16-0 2'-0" X 3'-3" 2'-0" X 3'-3" 3'-0" X 5'-6" 3'-0" X 5'-6" VFY IF NEW WINDOW IN SAME LOC OR REUSE EXISTING OPT. WDW EXIST.EXIST. EXIST.EXIST. EXIST.EXIST. EXIST. OPTIONAL METAL SHROUD IS ADDED SMALL EXPANSION TO DECK DEEPER OVERHANGS EXISTING CHIMNEY 75' LAKESHORE SETBACKDEEPER OVERHANGS 0 2 4 8 2 EXISTING WEST ELEVATION 1/4" = 1'-0" on 24x36 1/8" = 1'-0" on 11x17 REHKAMP LARSON ARCHITECTS INC.2732 West 43rd Street, Mpls, MN 55410Tel. 612-285-7275DRAWN BY: ISSUE DATE: PROJECT PHASE: PROJECT NUMBER:Ahn Residence3275 Carman RoadOrono, MN 55331March 19, 2025 VARIANCE 24-035 2024.03.19 - AHN VARIANCE - NOT FOR CONSTRUCTIONA23 EXST'G & PROPOSED ELEVATIONS ML, ATW 1'-0" 1'-0" 0'-6" EXISTING HOUSE VOLUME/MASS EXPANDING VOLUME/MASS EXPANDING VOLUME/MASS AREAS OVER THE SETBACK REMOVED AREAS OVER THE SETBACK IOR ELEVATIONSEXTERIOR ELEVATIONS EXISTING DECK EXPANSION (11SF) & REMOVAL (47SF) OVER 75' SETBACK 2 INCREASED ROOF OVERHANGS3 CHIMNEY SHROUD ADDITION4 130 RENDERING ON NORTH (FRONT) FACADE 131 RENDERING ON SOUTH EAST CORNER 132 PROPOSED MASSING AND 75' LAKESHORE SETBACK 75' SETBACK 133 LOT 7 BLOCK 1 LOT 6 LOT 5 LAGOON C A R M A N R O A D EDGE OF WATER LOCATED 05/23/22. ORDINARY HIGH WATER LEVEL = 929.4 FEET K E Y S T O N E R E T AININ G W A LL S EXISTING BOULDER RETAINING WALLS D E C K PAVER DRIVEWAY TO REMAIN B IT U M IN O U S SITTING AREA? GARDENLANDSCAPINGRIP RAP RIP RAP RIP RAPRIP RAPRIP RAP DOCK DOCK 30'-0" 1 0 '-0 "10'-0"10'-0"100 YEAR FLOOD LINE = 931.5 FEET 1 0 '-0 " S C R E E N P O R C H (B E L O W ) POOL PATIO SEE COFFIN AND GRONBERG SURVEY DATED MAY 24, 2000 SEE CARDARELL & ASSOCIATES SURVEY DATED JAN 27, 1975 (TREE LOCATIONS ARE APPROX.) (TREE LOCATIONS ARE APPROX.) (TREE LOCATION IS APPROX.) 7 5 '-0 "75'-0"P A V E R P A T I O P A T I OPORCH E L E V . ~9 5 2' E L E V . ~9 5 3 .1 'E L E V . ~9 4 6GARDEN STONE STEPS AND STEPPING STONES TERRACED GARDEN 10'-0" REMOVE CRAB APPLE TREE PROTECT TREE PROTECT TREES PROTECT TREE C A T C H B A S I N / F R E N C H D R A I N T O D A Y L I G H T D E C K R E M O V E D D E C K A D D E D A D D I T I O N P A T I O R E M O V E D A N D S M A L L P A V E R S T O O P T O R E M A I N REHKAMP LARSON ARCHITECTS INC.2732 West 43rd Street, Mpls, MN 55410Tel. 612-285-7275DRAWN BY: ISSUE DATE: PROJECT PHASE: PROJECT NUMBER:Ahn Residence3275 Carman RoadOrono, MN 55331March 19, 2025 VARIANCE 24-035 2024.03.19 - AHN VARIANCE - NOT FOR CONSTRUCTIONPROPOSED SITE PLAN S-B, JE, ATW EXISTIN G DWELLI N G EXISTIN G GARAG E WES T NEIG H B O R NORTHNEIGHBORDIAGRAM OF ADJACENT NEIGHBORS VIEW TO THE LAKE 1,092.13 sfBUILDABLE AREA OUTSIDEAVERAGE LAKE SETBACK134 LOT 5N R O A D K E Y S T O N E R E T AININ G W A L L S D E C K PAVER DRIVEWAY TO REMAIN U M IN O U S 30'-0" 1 0 '-0 "10'-0"10'-0"1 0 '-0 " S C R E E N P O R C H (B E L O W ) POOL PATIO SEE COFFIN AND DATED (TREE LOCATIONS ARE APPROX.) (TREE LOCATION IS APPROX.) P A V E R P A T I O P A T I OPORCH E L E V . ~9 5 2 ' E L E V . ~9 5 3 .1 'E L E V . ~9 4 6GARDEN10'-0" PROTECT TREE PROTECT TREES C A T C H B A S I N / F R E N C H D R A I N T O D A Y L I G H T D E C K R E M O V E D D E C K A D D E D A D D I T I O N P A T I O R E M O V E D A N D S M A L L P A V E R S T O O P T O R E M A I N EXISTIN G DWELLI N G EXISTIN G GARAG E ADDITION AT FRONT OF HOUSE IS NOT IN VIEWSHED 11SF ADDITION TO DECK DOES NOT IMPACT VIEWS 47 SF REMOVAL OVER SETBACK IS IN VIEWSHED AND DECK WILL HAVE LESS IMPACT ZOOM IN - DIAGRAM OF ADJACENT NEIGHBORS VIEW TO THE LAKE TREES ON THIS ELEVATION OBSCURE SOME OF THE VIEWS OF THE FRONT FACADE AREAS IN THE VIEWSHED ARE LANDSCAPE AND INTENDED TO BLEND IN - NO ENCROACHMENTS ON THE VIEW 135 RENDERINGS OF PROPOSED DESIGN FRONT FACADE SOUTH (LAKE FACING) FACADE EAST (LAKE FACING) FACADE WEST FACADE 136 EXISITING EXTERIOR PHOTOS NORTH (FRONT) ACADE SOUTHEAST (LAKE FACING) FACADE WEST FACADE SOUTH (LAKE FACING) FACADE GARAGE NORTH (FRONT) FACADE 137 DIRECT NEIGHBOR - PROPERTY TO THE NORTHEAST DIRECT NEIGHBOR - PROPERTY TO THE WEST PROPERTY TO THE WEST OF ADJ. NEIGHBOR PROPERTY TO THE NORTH OF ADJ. NEIGHBOR ADJACENT NEIGHBORS HOMES 138 LOT 7BLOCK 1LOT 6LOT 5LAGOONCARMAN ROADEDGE OF WATER LOCATED 05/23/22.ORDINARY HIGH WATER LEVEL = 929.4 FEETEDGE OF WATER LOCATED 05/23/22.ORDINARY HIGH WATER LEVEL = 929.4 FEETEXISTINGHOUSESURVEY LINESURVEY LINESURVEY LINESURVEY LINESURVEY LINEKEYSTONERETAINING WALLSBOULDERRETAININGWALLSBOULDERRETAININGWALLSDECKPAVERDRIVEWAYBITUMINOUS STONESTEPSSITTINGAREA?GARDENLANDSCAPINGRIP RAPRIP RAPRIP RAPRIP RAPRIP RAPRIP RAPDOCKDOCK30'-0"10'-0"10'-0" 10 ' - 0 "100 YEAR FLOOD LINE = 931.5 FEET100 YEAR FLOOD LINE = 931.5 FEET10'-0"CONC.PATIO(BELOW)POOLPATIOSEE COFFIN AND GRONBERG SURVEYDATED MAY 24, 2000SEE CARDARELL & ASSOCIATESSURVEY DATED JAN 27, 1975(TREE LOCATIONSARE APPROX.)(TREE LOCATIONSARE APPROX.)(TREE LOCATIONIS APPROX.)PAVERPATIO75' -0 " 75'-0"24" CANTILEVERAT MAIN LEVEL10'-0"REHKAMP LARSON ARCHITECTS INC. 2732 West 43rd Street, Mpls, MN 55410 Tel. 612-285-7275DRAWN BY:ISSUE DATE:PROJECT PHASE:PROJECT NUMBER:Ahn Residence 3275 Carman Road Orono, MN 55331March 19, 2025VARIANCE24-0352024.03.19 - AHN VARIANCE - NOT FOR CONSTRUCTION X01EXISTINGSITE PLANSATHRE-BERGQUIST, JEZONING SUMMARYZONING DISTRICT:·LR-1B - ONE FAMILY LAKESHORE RESIDENTIAL - 1 ACRE·SHORELAND OVERLAY DISTRICT·STORMWATER QUALITY OVERLAY DISTRICTLOT COVERAGE: SECTION 78·MAX LOT COVERAGE = 20% (8,869.4 +/- S.F.)·MAX HARDCOVER = 25% (11,086.75 +/- S.F.)·NO HARDCOVER WITHIN 75' OF OHWLTOTAL LOT AREA = 44,347 +/- S.F.EXISTING LOT COVERAGE:·LOT COVERAGE: 2,582 SF (5.82%)·HARDCOVER: 4,946 SF (11.15% - *SEE WORKSHEET)SETBACKS/RESTRICTIONS: (SECTION 78-330)PRIMARY BUILDING·STREET SIDE: 30'·INTERIOR SIDE: 10'·LAKE: 75' (FROM OHWL)·HEIGHT: 30'ACCESSORY STRUCTURES (AS)·STREET SIDE: 10', 30' FOR DETACHED GAR·INTERIOR SIDE: 10'·LAKE: 75' (FROM OHWL)·HEIGHT: MAY NOT EXCEED HT OF PRINCIPAL BUILDINGDEFINITIONS:·LOT COVERAGE: TOTAL COMBINED FOOTPRINTS OF ALLPRINCIPAL & ACCESS. STRUCTURES·HARDCOVER: SHALL INCLUDE BUT NOT BE LIMITED TOTHE FOLLOWING: ALL BUILDING FOOTPRINTS,DRIVEWAYS, SIDEWALKS, STEPPING STONES, RETAININGWALLS, PATIOS, COURTS (SPORT, TENNIS, ETC.), DECKS,POOLS, AREAS USED FOR THE EXTENDED OUTDOORSTORAGE OF VEHICLES OR EQUIPMENT, AND ALL OTHERSIMILAR FEATURES OR SURFACES AS DETERMINED BYTHE CITY ENGINEER OR CITY PLANNER. *EXCLUDEDFROM HARDCOVER: FIRST 100 S.F. OF PERVIOUS PAVERSOR FIRST 100 S.F. OF DECK WITH PERVIOUS SURFACEBELOW1EXISTING SITE DIAGRAM1/16" = 1'-0" on 24x36 1/32" = 1'-0" on 11x17NEXISTINGDWELLINGEXISTINGGARAGE139 3630203030 303036 WDELECWINELOWERBATH*7'-3/4"LVTLOWERBED 2*8'-1/2"LVTLOWERBED 1*8'-1"LVTDEN*8'-1/2"LVTOFFICE*8'-1/2"LVTMECHANICAL*8'-2"CONCCRAWLSPACE*5'-1"CONCCORKFURNW.H.W.S.~3'-1" STEP H: 80H: 80 H: 83S: 32.5H: 84S: 33.5H: 83S: 32.5H: 84S: 60.5H: 84S: 34H: 96S: 74GARAGESLAB ABOVEH & S NOTMEASUREDUP 15 RUP 15 RPOSTLOCATIONSAPPROXIMATEHOT TUBBLACKSTONEGRN EGG SMOKERGRILLN1EXISTING LOWER LEVEL PLAN1/4" = 1'-0" on 24x36 1/8" = 1'-0" on 11x170248H: 83.5S: 33X10EXISTING LOWERLEVEL PLANATW, JEREHKAMP LARSON ARCHITECTS INC. 2732 West 43rd Street, Mpls, MN 55410 Tel. 612-285-7275DRAWN BY:ISSUE DATE:PROJECT PHASE:PROJECT NUMBER:Ahn Residence 3275 Carman Road Orono, MN 55331March 19, 2025VARIANCE24-0352024.03.19 - AHN VARIANCE - NOT FOR CONSTRUCTION 140 283230282442HEATERELEC. PANELSCAR CHARGER2430DN 15 RD.O.REFLIVING*14'-0"@ PEAKTILEDINING*9'-9 1/4"TILEGARAGEHALL*7'-10 1/2"TILEKITCHEN*9'-9 1/4"TILEPANTRY*7'-10 1/2"TILEPOWDER*7'-10 1/2"TILECLOSETGARAGE~*9'-5"CONCH: 83S: 48H1: 34S1: 16H2: 80.5S2: 36H3: 103.5S3: 82.5H: 81S: 44.5DECKH: 80H: 79H: 84*13'-1/2"H: 80.5S: 59.5H: 82S: 29UP 14RSTORAGEH1: 104.5S1: 43.5H2: 134.5S2: 113H: 134.5S: 113DWSTKDW/D28OWNER'SBEDROOM*7'-11"WOODOWNER'SCLOSET*7'-11"WOODATTIC ACCESS H: 83.5H: 83.5H: 82S: 59H: 82S: 31H: 82S: 59H: 81S: 31OWNER'SBATHTILESTOOPH: 7.5S: 92DN 15RN1EXISTING MAIN LEVEL PLAN1/4" = 1'-0" on 24x36 1/8" = 1'-0" on 11x170248PEAK OFCIRCULARWINDOW: 140"H: 84H: 84REHKAMP LARSON ARCHITECTS INC. 2732 West 43rd Street, Mpls, MN 55410 Tel. 612-285-7275DRAWN BY:ISSUE DATE:PROJECT PHASE:PROJECT NUMBER:Ahn Residence 3275 Carman Road Orono, MN 55331March 19, 2025VARIANCE24-0352024.03.19 - AHN VARIANCE - NOT FOR CONSTRUCTION X11EXISTING MAINLEVEL PLANATW, JE141 36H: 82S: 29H: 66S: 45SP: 77.5SP: 61.5SP: 41.5SP: 61.524 SP: 25BONUSSPACE8'-3/4"LVPN1EXISTING ATTIC LEVEL PLAN1/4" = 1'-0" on 24x36 1/8" = 1'-0" on 11x170248DN 14RX12EXISTING ATTICLEVEL PLANATW, JEREHKAMP LARSON ARCHITECTS INC. 2732 West 43rd Street, Mpls, MN 55410 Tel. 612-285-7275DRAWN BY:ISSUE DATE:PROJECT PHASE:PROJECT NUMBER:Ahn Residence 3275 Carman Road Orono, MN 55331March 19, 2025VARIANCE24-0352024.03.19 - AHN VARIANCE - NOT FOR CONSTRUCTION 142 N1EXISTING ROOF PLAN1/4" = 1'-0" on 24x36 1/8" = 1'-0" on 11x170248X13EXISTINGROOF PLANATW, JEREHKAMP LARSON ARCHITECTS INC. 2732 West 43rd Street, Mpls, MN 55410 Tel. 612-285-7275DRAWN BY:ISSUE DATE:PROJECT PHASE:PROJECT NUMBER:Ahn Residence 3275 Carman Road Orono, MN 55331March 19, 2025VARIANCE24-0352024.03.19 - AHN VARIANCE - NOT FOR CONSTRUCTION 143 1012101202481EXISTING NORTH ELEVATION 1/4" = 1'-0" on 24x36 1/8" = 1'-0" on 11x1761202482EXISTING EAST ELEVATION 1/4" = 1'-0" on 24x36 1/8" = 1'-0" on 11x17STONESTEPSMAIN LVL (F.F.) LOWER LVL (F.F.) 8'-012"LIVING CEILING PEAK KITCHEN (F.C.) GARAGE HALL (F.C.) GARAGE FLOORBONUS SPACE (F.F.) BONUS SPACE (F.C.) 7'-1012"8'-034"MAIN LVL (F.F.) LOWER LVL (F.F.) 8'-012"LIVING CEILING PEAK KITCHEN (F.C.) GARAGE HALL (F.C.) GARAGE FLOORBONUS SPACE (F.F.) BONUS SPACE (F.C.) 7'-1012"8'-034" REHKAMP LARSON ARCHITECTS INC. 2732 West 43rd Street, Mpls, MN 55410 Tel. 612-285-7275DRAWN BY:ISSUE DATE:PROJECT PHASE:PROJECT NUMBER:Ahn Residence 3275 Carman Road Orono, MN 55331March 19, 2025VARIANCE24-0352024.03.19 - AHN VARIANCE - NOT FOR CONSTRUCTION X20EXISTING EXTELEVATIONSATW, JE144 1012101202481EXISTING SOUTH ELEVATION 1/4" = 1'-0" on 24x36 1/8" = 1'-0" on 11x17STONESTEPS61202482EXISTING WEST ELEVATION 1/4" = 1'-0" on 24x36 1/8" = 1'-0" on 11x17MAIN LVL (F.F.) LOWER LVL (F.F.) 8'-012"LIVING CEILING PEAK KITCHEN (F.C.) GARAGE HALL (F.C.) GARAGE FLOORBONUS SPACE (F.F.) BONUS SPACE (F.C.) 7'-1012"8'-034"MAIN LVL (F.F.) LOWER LVL (F.F.) 8'-012"LIVING CEILING PEAK KITCHEN (F.C.) GARAGE HALL (F.C.) GARAGE FLOORBONUS SPACE (F.F.) BONUS SPACE (F.C.) 7'-1012"8'-034" REHKAMP LARSON ARCHITECTS INC. 2732 West 43rd Street, Mpls, MN 55410 Tel. 612-285-7275DRAWN BY:ISSUE DATE:PROJECT PHASE:PROJECT NUMBER:Ahn Residence 3275 Carman Road Orono, MN 55331March 19, 2025VARIANCE24-0352024.03.19 - AHN VARIANCE - NOT FOR CONSTRUCTION X21EXISTING EXTELEVATIONSATW, JE145 Draft Minutes Planning Commission Regular Meeting Monday, April 21, 2025, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 6.2. LA25-000011, REHKAMP LARSON ARCHITECTS, 3275 CARMAN ROAD, VARIANCES. The Planning Commission is requested to review the Staff report, receive a presentation, and discuss and approve the variance requests for Average Lakeshore Setback, 75-foot Lakeshore Setback and New Hardcover within the Lakeshore Setback to rework the front porch, modify the back deck, extend the roof to improve drainage, and add a patio. The proposal reduces the total hardcover. The Planning Commission discussed the item and asked questions of staff and the applicant, Angela Wingate, Rehkamp Larson Architects, Minneapolis. Chair Bollis opened the public hearing at 6:24 p.m. There were no public comments. Chair Bollis closed the public hearing at 6:24 p.m. Commissioners called the changes thoughtful, better for the view of neighbors, and noted the reduction of hardcover Prchal moved, Weltzin seconded, to approve LA25-000011, 3275 Carman Road, Variances as applied. VOTE: Ayes: 6, Nays 0. 146 Date: May 12, 2025 Item: 14 Presenter: Melanie Curtis, Planner Section: Consent Agenda Title: LA25-000015, 485 Orono Orchard Road South, Final Plat: Sky Blue Waters Addition - Resolution 7585 1.Purpose: The applicant is requesting approval to subdivide the property to create one new lot. 2.MN§15.99 Application Deadline: The application was submitted on March 28, 2025 and considered to be substantially complete on April 28th. Therefore, the 120-day preliminary plat review period will end on August 26, 2025. 3.Background: In March 2025, the Council reviewed the subdivision request and granted preliminary plat approval to create one new buildable lot. The applicant prepared a final plat drawing which has been granted preliminary approval by Hennepin County, submitted the required development fees, and has completed all other requirements. At this time, the applicant requests Final Plat approval for the Sky Blue Waters Addition . 4.Public Comment: Public comments were received during the preliminary plat review. Minutes LINK PC Meeting Video LINK 5.Staff Recommendation: Staff recommends approval as applied. AGENDA ITEM COUNCIL ACTION REQUESTED Council should move to approve Resolution 7585, granting Final Plat approval for the Sky Blue Waters Addition. Exhibits Exhibit A - Resol 7585 Final Plat Exhibit B - Final Plat of Sky Blue Waters Addition Exhibit C - Pre Plat Reso 7564 Exhibit D - Dev Fee Receipts 147 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7585 1 A RESOLUTION APPROVING THE PLAT OF SKY BLUE WATERS FILE NO. LA25-000015 WHEREAS, the City of Orono (hereinafter the “City”) is a municipal corporation organized and existing under the laws of the State of Minnesota; and WHEREAS, the City Council of the City of Orono (hereinafter “City Council”) has adopted subdivision and land development regulations for the orderly, economic, and safe development of land within the City; and WHEREAS, Tom Bray (the “Developer”) on behalf of Edward H. Hamm Jr., Trustee of “Amendment and Restatement of Trust of Edward H Hamm dated October 10th 1995”, who is the owner of the property addressed 485 Orono Orchard Road South and legally described within Exhibit A (the “Property”); WHEREAS on January 6, 2025, the Developer applied for Preliminary Plat approval to subdivide the Property into two (2) buildable lots. WHEREAS, at its regular meeting on March 10, 2025, the Orono City Council approved the Preliminary Plat (under application #LA25-000001) per the findings and conditions of Resolution No. 7564; and approved the Developer’s request to terminate the Declaration of Subdivision Covenants dated July 9, 1999 and recorded in the office of the Hennepin County Recorder on April 14, 2000, as Document No. 7285795, by a 5 to 0 vote; and WHEREAS, on March 28, 2025, the Developers applied for final plat approval. The final plat application was deemed to be substantially complete on April 28, 2025, and WHEREAS, the Developer has agreed to comply with all conditions of Resolution No. 7564 and has completed or has agreed to complete all other requirements of the platting regulations of the City. NOW, THEREFORE, BE IT RESOLVED, based upon the findings of Resolution No. 7564, the Orono City Council does hereby approve the plat of SKY BLUE WATERS ADDITION, Hennepin County, Minnesota (a copy of which is attached as Exhibit B), subject to the following conditions: 1) Development within SKY BLUE WATERS ADDITION is subject to the Conclusions, Orders, and Conditions enumerated within Preliminary Plat Resolution No. 7564 dated March 10, 2025. 148 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7585 2 2) Dedication on the plat of the perimeter Drainage and Utility Easements as required in Resolution 7564. 3) The approvals granted in this Resolution shall become effective only when all conditions of approval requiring actions by the Developer have been satisfied. 4) Minnehaha Creek Watershed District (MCWD)-approved permits for the grading, stormwater management facilities, storm water pollution prevention plan (SWPPP) and erosion control plan shall be submitted as needed. 5) A title opinion for the Property and certified copies of all recorded easements currently affecting the Property have been submitted. 6) The Property is within the MUSA and will be served by the city’s sanitary sewer and private water supply wells. 7) Payment of Development Fees Required (2025 fee schedule): Total: $28,013.00 a. Final Plat application fee: $800.00. b. Final Plat application escrow: $2,500.00 c. Park Dedication Fee: $8,168.00. d. Stormwater and Drainage Trunk Fee: $8,060.00. e. Sanitary Sewer for Lot 1, Block 2: $8,485.00 (Met Council SAC fee: $2,485.00 + Sanitary Sewer Connection fee: $6,000.00) 8) The City Clerk shall release the plat documents for filing only upon certification by the City Attorney, Community Development Director, and City Engineer that all requirements of the platting regulations have been satisfied. 9) According to City Code Section 82-142, the aforesaid plat shall be filed by the City of Orono with Hennepin County within one year of Council approval (on or before May 12, 2026), together with a certified original copy of this resolution and executed copies of the easements and covenants pertinent thereto. 10) Violation of or non-compliance with any of the terms and conditions of this resolution may result in the termination of any authority granted herein. 149 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7585 3 ADOPTED by the Orono City Council on this 12th day of May, 2025. ATTEST: CITY OF ORONO: _______________________________ ________________________________ Christine Lusian, City Clerk Bob Tunheim, Mayor 150 Existing Legal Description (Per Stewart Title Guaranty Company as issued by Trademark Title Services, Inc. Commitment for Title Insurance Commitment No. 24-4094, commitment date October 21, 2024) The land referred to in this Commitment is described as follows: That part of Government Lot 4 and the Southwest Quarter of Section 2, Township 117, Range 23, Hennepin County, Minnesota, described as follows: Beginning at a point on the East line of Government Lot 4, distant 434.3 feet South of the Northeast corner thereof, designated as Point A; thence Northwesterly deflecting to the right from said East line IOI degrees 43 minutes, o distance of 182 feet; thence Northwesterly 60 feet along a curve to the right with a radius of 4687.5 feet; thence Northwesterly 200 feet along a curve to the right with a radius of 222.45 feet; thence Northerly 175 feet along a curve to the right with a radius of 237.56 feet; thence Northerly 50 feet along a curve to the right with a radius of 527.42 feet; thence Northeasterly to a point on the North line of Government Lot 4, distant 360 feet West of the Northeast corner thereof designated as Point B; thence northeasterly 55.51 feet along a line which forms an angle of 68 degrees 40 minutes 08 seconds with said North line of Government Lat 4; thence northerly 100.00 feet along a tangential curve concave to the west having a radius of 181.40 feet and a central angle of 31 degrees 35 minutes 07 seconds; thence northwesterly 125.00 feet along a compound curve concave to the west having a radius of 283.70 feet and a central angle of 25 degrees 14 minutes 42 seconds; thence northwesterly on a line tangent to last described curve 267.40 feet; thence northwesterly deflecting 02 degrees 23 minutes 00 seconds to the left from last described course 123.34 feet; thence northwesterly 104.40 feet along a tangential curve concave to the southwest having a radius of 164.00 feet and a central angle of 36 degrees 28 minutes 30 seconds, to a point on the west line of the East One-Half of the Northwest Quarter of the Southwest Quarter of said Section 2, exclusive of the highway (33 feet wide) upon the easterly side thereof, said East One-Half being ascertained after taking from the Northwest Quarter of the Southwest Quarter of said section said highway upon the easterly side, and which is 636.66 feet north from the Southwest corner of said East One-Half so ascertained; thence north along said west line of the East One-Half so ascertained 679.66 feet to the northwest corner thereof; thence east along the north line of the Southwest Quarter of said Section 2 to the northeast corner of the Northwest Quarter of the Southwest Quarter of Section 2; thence south along the east line of said Northwest Quarter of the Southwest Quarter of Section 2 and Government Lot 4 to the point of beginning. Also that part of said West One-Half of the Northwest Quarter of the Southwest Quarter of Section 2 exclusive of highway (33 feet wide) on the easterly side thereof, said West One Half being ascertained after taking from said Northwest Quarter of the Southwest Quarter of Section 2 said highway upon the easterly side; lying easterly of Macmillan Addition, according to the recorded plat thereof and northerly of a line and its westerly extension described as commencing at the northeast corner of said West One- Half so ascertained; thence on on assumed bearing of South 00 degrees 17 minutes 01 seconds East, along the east line of said West One-Half so ascertained 679.85 feet, more or less to a point 636.66 feet north of the southeast earner af said West One-Half, said point being the point of beginning of the line to be described; thence deflecting right at an angle of 83 degrees 53 minutes 00 seconds on a line bearing South 83 degrees 35 minutes 59 seconds West 33.68 feet; thence South 82 degrees 23 151 minutes 59 seconds West 66.32 feet to the most southerly southeast corner of Outlot C, said Macmillan Addition and said line there terminating. Together with a non-exclusive easement for driveway purposes over, under and across part of Outlot C and Lot 2, Block I, MacMillan Addition and the Northwest Quarter of the Southwest Quarter of Section 2, Township 17, Range 23, as described in the Private Road Agreement recorded January 14, 1930 as Document No. Al579568 and amended in the Agreement Regarding Correction of Easement Legal Description recorded June 19, 2018 as Document Nos. Al0563491 and T5538418. Together with a non-exclusive easement for driveway purposes aver that part of Government Lot 4, Section 2, Township 117, Range 23 lying Northerly and Easterly of a line and its extension drawn parallel with and 8 feet distant Southerly and Westerly from the line between Point A and Point B measured at right angles and radially to said line between Point A and Point B as contained in instrument recorded in CR Book 1643 of Deeds, page 333, Doc. No. 2295932. (See Order Doc. No. 6076705). Hennepin County, Minnesota. 152 153 154 155 156 iiL0 0 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL G& NO. 7564 ikESHO A RESOLUTION APPROVING THE PRELIMINARY PLAT FOR "SKY BLUE WATERS" FILE NO. LA25-000001 WHEREAS, Tom Bray(the"Developer") on behalf of Edward H. Hamm Jr., Trustee of Amendment and Restatement of Trust of Edward H Hamm dated October 10th 1995", who is the owner of the property addressed 485 Orono Orchard Road South and legally described within Exhibit A (the Property"); WHEREAS on January 6, 2025, the Developer applied for Preliminary Plat approval to subdivide the Property into two buildable lots; and WHEREAS, as part of the preliminary plat review, the Developer requested the City terminate the Declaration of Subdivision Covenants dated July 9, 1999 and recorded in the office of the Hennepin County Recorder on April 14, 2000, as Document No. 7285795 (the"Declaration"); and WHEREAS, after due published and mailed notice in accordance with Minnesota Statutes 462.358 et. seq. and the City of Orono Zoning and Subdivision Codes, on February 18, 2025, the Orono Planning Commission held a public hearing for the application at which time all persons desiring to be heard concerning the application were given the opportunity to speak thereon; and WHEREAS, on February 18, 2025, the Planning Commission reviewed the application and recommended by a vote of 6 to 1 that the City Council grant preliminary plat approval and terminate the Declaration, as applied; and WHEREAS, the City Council reviewed the proposal at a regular meeting held on March 10, 2025, and hereby makes the following findings with regards to this application: FINDINGS Al.This application was reviewed as Zoning File LA25-000001. A2.The Property is guided in the 2040 Orono Community Management Plan (CMP) for Rural Residential, 1 unit per 2 acres. The proposal involves the creation of 2 lots at 0.11 units per acre. The northern lot provides future subdivision opportunities; the project provides the opportunity to meet the CMP goals with a future subdivision. Staff finds the proposed plan brings the site closer to conformance of the CMP and meets the intent of the density goals at this time. 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B1.Lot Standards. Any proposed improvements must meet all setbacks requirements of the Zoning Code. B2.Drainage and Utility Easements. On the final plat, Drainage and Utility Easements shall be dedicated to the public 10 feet along all exterior property lines, and 5 feet either side of interior property lines, except such easements shall be increased to accommodate drainage where required, subject to City staff approval. If applicable, Drainage Easements shall be granted over any stormwater facilities required by the Minnehaha Creek Watershed District; the Drainage Easements shall be shown on the Plat. B3.Development Fees. *Final fee amounts will be provided at the time of Final Plat. a. Park Dedication Fee. The subdivision is subject to the standard Park Dedication Fee requirement. Absent the need for a land dedication, the project will be subject to the City's Park Dedication Fee at the time of Final Plat. This fee is determined by the fair market value of the land being subdivided. The Hennepin County Assessor will be consulted to determine the market value of the land to establish the amount of the fee. The developer is proposing two building sites or one (1) new lot. The Park Fee for this development will be approximately 8,168*. b. Stormwater and Drainage Trunk Fee. The development is subject to the Stormwater and Drainage Trunk Fee, as established in the City's Official Fee Schedule at the time of Final Plat approval. Currently, based on the 2025 Fee Schedule, the development of a property within a 2- acre residential zone requires payment of$8,060 per each new lot and as proposed, the Developer will be subject to payment of a SWDT fee for one new lot or$8060.00*. B4.City Engineer Approval. Approval of the plat is subject to recommendations of City Engineer Adam Edwards. B5.Plans and Specifications. The plans and specifications submitted for review and approval by the City and other appropriate jurisdictions prior to approval of the Final Plat. B6.Expiration. Authorities granted by this resolution run with the Property not with the Owners, but are permissive only and must be exercised by filing a Final Plat application within one year of the date of Council approval, or the preliminary plat approvals will expire on that date. 3 159 O CITY OF ORONO RESOLUTION OF THE CITY COUNCIL G• No. 7564 7kESHp_ FINAL SUBMITTALS The following list of final submittals must be submitted to the Community Development Department at least four(4) weeks prior to the regularly scheduled Council meeting (on the second and fourth Mondays of the month). The required submittals are as follows: C1.Record plat drawings in the form of(1) to-scale digital copy; two (2) mylar copies (one copy for the City's records and one for filing with Hennepin County); and one (1) copy reduced to 1" = 200'. Drawing to include: a. Lot lines platted per preliminary plat survey/drawing by Sunde Engineering dated 01/24/2025 attached hereto as Exhibit B, except as modified herein. b. Dedication of Drainage and Utility Easements 10' along exterior property lines and 5' along the interior property line, with exceptions and additions as noted herein. c. Dedication of Drainage Easements over all drainageways. d. Naming of plat. C2.Legal documents required: a. Title opinion addressed to the City or a title insurance policy in favor of the City. All owners, mortgage holders or others with property interest indicated therein shall sign the plat and all other documents affected by such interest. b. The Developer must provide certified copies of all recorded easements currently affecting the Property. C3.Plat approval fees to be paid: Total due: $19,528.00** Final Plat development fees will be determined by the official fee schedule at the time of Final Plat review. a. Final plat fee: $800.00 b. Park Dedication Fee: $8,168** c. Stormwater and Drainage Trunk Fee: $ 8,060.00** d. Final Plat Escrow: $2,500.00 4 160 et RESOLUTION CITY OF ORONO RESOLUTION OF THE CITY COUNCIL r, . NO. 7564 kESH04 C4.This Approval shall be effective until March 10, 2026 per the provisions of Zoning Code Section 82- 116. If Final Plat Approval is not granted by that date, the terms and conditions of this resolution shall be null and void. The City Council at its sole discretion may extend this effective period. ADOPTED by the Orono City Council on this 10th day of March, 2025. ATTEST: 4 CITY OF ORONO: W I Christine Lusian, City rip Bob Tunheim, Mayor 5 161 Resol. No. 7564 Exhibit A LA25-000001 Existing Legal Description Per Stewart Title Guaranty Company as issued by Trademark Title Services, Inc. Commitment for Title Insurance Commitment No. 24-4094, commitment date October 21, 2024) The land referred to in this Commitment is described as follows: That part of Government Lot 4 and the Southwest Quarter of Section 2, Township 117, Range 23, Hennepin County, Minnesota, described as follows: Beginning at a point on the East line of Government Lot 4, distant 434.3 feet South of the Northeast corner thereof, designated as Point A; thence Northwesterly deflecting to the right from said East line 101 degrees 43 minutes, o distance of 182 feet; thence Northwesterly 60 feet along a curve to the right with a radius of 4687.5 feet; thence Northwesterly 200 feet along a curve to the right with a radius of 222.45 feet; thence Northerly 175 feet along a curve to the right with a radius of 237.56 feet; thence Northerly 50 feet along a curve to the right with a radius of 527.42 feet; thence Northeasterly to a point on the North line of Government Lot 4, distant 360 feet West of the Northeast corner thereof designated as Point B; thence northeasterly 55.51 feet along a line which forms an angle of 68 degrees 40 minutes 08 seconds with said North line of Government Lat 4; thence northerly 100.00 feet along a tangential curve concave to the west having a radius of 181.40 feet and a central angle of 31 degrees 35 minutes 07 seconds; thence northwesterly 125.00 feet along a compound curve concave to the west having a radius of 283.70 feet and a central angle of 25 degrees 14 minutes 42 seconds; thence northwesterly on a line tangent to last described curve 267.40 feet; thence northwesterly deflecting 02 degrees 23 minutes 00 seconds to the left from last described course 123.34 feet; thence northwesterly 104.40 feet along a tangential curve concave to the southwest having a radius of 164.00 feet and a central angle of 36 degrees 28 minutes 30 seconds, to a point on the west line of the East One-Half of the Northwest Quarter of the Southwest Quarter of said Section 2, exclusive of the highway (33 feet wide) upon the easterly side thereof, said East One-Half being ascertained after taking from the Northwest Quarter of the Southwest Quarter of said section said highway upon the easterly side, and which is 636.66 feet north from the Southwest corner of said East One-Half so ascertained; thence north along said west line of the East One-Half so ascertained 679.66 feet to the northwest corner thereof; thence east along the north line of the Southwest Quarter of said Section 2 to the northeast corner of the Northwest Quarter of the Southwest Quarter of Section 2; thence south along the east line of said Northwest Quarter of the Southwest Quarter of Section 2 and Government Lot 4 to the point of beginning. Also that part of said West One-Half of the Northwest Quarter of the Southwest Quarter of Section 2 exclusive of highway (33 feet wide) on the easterly side thereof, said West One Half being ascertained after taking from said Northwest Quarter of the Southwest Quarter of Section 2 said highway upon the easterly side; lying easterly of Macmillan Addition, according to the recorded plat thereof and northerly of a line and its westerly extension described as commencing at the northeast corner of said West One- Half so ascertained; thence on on assumed bearing of South 00 degrees 17 minutes 01 seconds East, along the east line of said West One-Half so ascertained 679.85 feet, more or less to a point 636.66 feet north of the southeast earner of said West One-Half, said point being the point of beginning of the line to be described; thence deflecting right at an angle of 83 degrees 53 minutes 00 seconds on a line bearing South 83 degrees 35 minutes 59 seconds West 33.68 feet; thence South 82 degrees 23 162 minutes 59 seconds West 66.32 feet to the most southerly southeast corner of Outlot C, said Macmillan Addition and said line there terminating. Together with a non-exclusive easement for driveway purposes over, under and across part of Outlot C and Lot 2, Block I, MacMillan Addition and the Northwest Quarter of the Southwest Quarter of Section 2, Township 17, Range 23, as described in the Private Road Agreement recorded January 14, 1930 as Document No.A1579568 and amended in the Agreement Regarding Correction of Easement Legal Description recorded June 19, 2018 as Document Nos.A10563491 and T5538418. Together with a non-exclusive easement for driveway purposes aver that part of Government Lot 4, Section 2, Township 117, Range 23 lying Northerly and Easterly of a line and its extension drawn parallel with and 8 feet distant Southerly and Westerly from the line between Point A and Point B measured at right angles and radially to said line between Point A and Point B as contained in instrument recorded in CR Book 1643 of Deeds, page 333, Doc. No. 2295932. See Order Doc. No. 6076705). 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Address:485 Orono Orchard Road South Description:Final Plat Approval for Sky Blue Waters Addition File #:25-000336 Fees: Description Total Cost Subdivision - Final Plat Application Fee 800.00 Escrow Fee 2,500.00 Total Fees: $3,300.00 Payments: Date Type Reference Receipt ReceivedFrom Amount 03/28/2025 Credit 2820250390050061795 311 Katie Haskins 3050.00 03/31/2025 Credit 3120250337755798851 315 Katie Haskins 250.00 Total Amount Paid: $3,300.00 Balance Due: $0.00 166 167 168 Date: May 12, 2025 Item: 15 Presenter: Laura Oakden, Community Development Director Section: Consent Agenda Title: LA24-000068, 430 Old Crystal Bay Road, Final Plat, Orono Garage Condominium CIC Plat, Resolution 7586 1.Purpose: The applicant is requesting approval for a final CIC plat for Orono Garage Condo development. 2.MN§15.99 Application Deadline: The applicant submitted the application in December 2024. The applicant was deemed substantially complete on May 5th, 2025 resulting in a 120-day review period to end September 4th, 2025. 3.Background: In April 14th and April 28th The City Council reviewed the proposed application and granted preliminary plat, Conditional Use permit and Site Plan approval to move forward with the garage condo development. The applicant prepared a final plat drawing and provided the necessary required documents to draft a development agreement and easements for the site. A final executed and recorded development agreement, and easements will be required before any work can begin on the site, as well as all development fees will need to be paid. A final plat has been reviewed for the CIC development. Following the recorded procedures for CIC, a final plat will be recorded with the Council once the buildings are substantially approved. At this time, the applicant requests Final Plat approval Buildings 1 and 2 for the site. Once the buildings are constructed and the plat can be recorded and the building can proceed with obtaining final inspections and Certificate of Occupancy. Future final plat approvals will be required in order to proceeds with the construction of Buildings 3-5 for the site. 4.Public Comment: Public comments were received during the preliminary plat review. PC February 18th Meeting Video PC March 17th Meeting Video CC April 14th Meeting Video CC April 28th Meeting Video 5.Staff Recommendation: Staff recommends approval as applied, included in the packet is a template development contract. The Developer will be required to sign the Development Contract in a form acceptable to the City Attorney. AGENDA ITEM COUNCIL ACTION REQUESTED Motion to approve Resolution 7586 for the draft final plat for Buildings 1 and 2 for Orono Garage Condo development and to the Development Contract in a form acceptable to the City Attorney. 169 Exhibits Ex A. DRAFT Resolution 7586 , Final Plat, Orono Garage Condo CIC with Exhibit Ex B. Draft Final Plat- Buildings 1 and 2 Ex C. Orono Resolution No. 7579- Preliminary Plat, CUP, Site Plan EX D. TEMPLATE- DEVELOPMENT CONTRACT 170 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7586 1 A RESOLUTION GRANTING FINAL PLAT APPROVAL OF THE COMMON INTEREST COMMUNITY PLAT: “ORONO GARAGE CONDOMINIUM” CIC PLAT PHASE 1: BUILDINGS 1 AND 2 FILE NO.LA 24-000068 WHEREAS, the City of Orono (hereinafter the “City”) is a municipal corporation organized and existing under the laws of the State of Minnesota; and WHEREAS, the City Council of the City of Orono (hereinafter “City Council”) has adopted subdivision and land development regulations for the orderly, economic, and safe development of land within the City; and WHEREAS, representatives from Garage Condo LLC (the “Developer”) on behalf Old Crystal Bay LLC, who is the owner of the property addressed 430 Old Crystal Bay Road and legally described as: That part of Lot 1, Block 1, Crystal Bay Business Center, embraced within Lot 4, Block 1, Van Dale Addition, Hennepin County, Minnesota (hereinafter the “Property”); WHEREAS on January 9, 2025, the Developer applied for Preliminary Plat for a Common Interest Community (“CIC”), Conditional Use Permit, and Site Plan approval to develop the site into Garage Condominiums. WHEREAS, at its regular meeting on April 28, 2025, the Orono City Council granted approvals for the Preliminary Plat, Conditional Use Permit, and Site Plan per the findings and conditions of Resolution No. 7579, by a 5 to 0 vote; and WHEREAS, on May 5, 2025, the Developers submitted an application and the necessary information for Final Plat approval. The Final Plat application was deemed to be substantially complete on May 5, 2025; and WHEREAS, the Developer has agreed to comply with all conditions of Resolution No. 7579 and has completed or has agreed to complete all other requirements of the platting regulations of the City. WHEREAS, the Developer will be required to record the final plat with Hennepin County once the building is substantial completed following the CIC platting requirements. 171 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7586 2 NOW, THEREFORE, BE IT RESOLVED, based upon the findings of Resolution No. 7579, the Orono City Council does hereby approve the plat of ORONO GARAGE CONDOMIMIUM CIC Plat for Phase 1: Buildings 1 and 2 (a copy of which is attached as Exhibit A), subject to the following conditions: 1) Development within ORONO GARAGE CONDOMIMIUM is subject to the Conclusions, Orders, and Conditions enumerated within Preliminary Plat, Conditional Use Permit and Site Plan approval Resolution No. 7579 dated April 28, 2025. 2) Dedication on the plat of the Ingress, Egress, Drainage and Utility Easements as required in Resolution 7564. 3) The approvals granted in this Resolution shall become effective only when all conditions of approval requiring actions by the Developer have been satisfied. 4) Minnehaha Creek Watershed District (MCWD)-approved permits for the grading, stormwater management facilities, storm water pollution prevention plan (SWPPP), and erosion control shall be submitted as required. 5) An updated Alta Commitment for Title Insurance dated April 16, 2025 and certified copies of all recorded easements currently affecting the Property have been submitted. 6) The Property is within the MUSA and will be served by the city’s sanitary sewer and public water connections. 7) Payment of Development Fees Required (2025 fee schedule): Total: $47,384.10. a. Stormwater and Drainage Trunk Fee: $47,384.10. 8) Additional fees will be required with the appliable building permits for the site as follows: a. Water and Sewer Connection Permits: Connection permits will be required for each individual unit (85 units proposed) and will follow the applicable fee schedule for the year in which they connect. The individual permits and fees will be due at the time the connections are a installed to serve each unit. The fees will be collected with the building permit for the subject building. b. Met Council Sewer Availability Charge (“SAC”): Due to the size of the buildings and the number/type of proposed connections it is estimated that the development will require 14 SAC units in total according to the 2024 Met Council determination letters. The 2025 SACs have not increased. The SAC will be collected with each building permit. 172 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7586 3 The current 2025 SAC is $2,485.00 per unit which would result in a total of $34,790.00 (or 14 x $2,485) required to connect all buildings in 2025. i. Building 1: 1 SAC Unit = $2,485 ii. Building 2: 3 SAC Units = $7,455 iii. Building 3: 4 SAC Units = $9,940 iv. Building 4: 4 SAC Units = $9,940 v. Building 5: 2 SAC Units = $4.970 c. Water and Sewer Connection Fee: The City of Orono does not have a per unit breakdown for industrial uses. Following Met Council’s logic, the City finds it appropriate to apply the same SAC unit determination when applying the City’s water and sewer area connection fees. The water and sewer area connection fees for each building will be collected with each building permit. Based on the City’s official 2025 Fee Schedule, a $4,370.00 water unit connection fee and $6,000.00 per sewer unit will be applied (total $10,370.00 per unit) as follows: i) Building 1: 1 SAC Unit = $10,370.00 ii) Building 2: 3 SAC Units = $ 31,110.00 iii) Building 3: 4 SAC Units = $ 41,480.00 iv) Building 4: 4 SAC Units = $ 41,480.00 Building 5: 2 SAC Units = $ 20,740.00 All 5 buildings will result in 14 SAC units, totaling $145,180.00 (14 x $10,370.00) to connect to the City’s water and sewer systems. 9. The City Clerk shall release the plat documents for filing only upon certification by the City Attorney, Community Development Director, and City Engineer that all requirements of the platting regulations have been satisfied. 10. Phased Development / Staging: Phase 1 will include construction of Building 1 and Building 2 as shown on Exhibit A. Approval of the Final Plat, recording of the development agreement, and easement must be completed before building permits are issued. Future Final Plat approval will be required when Phase 2, Buildings 3-5 are ready to be constructed. 11. Upon substantial completion of Buildings 1 and 2, executed Mylars must be submitted to the City for recording for Phase 1 Final Plat. The City will not conduct the final building inspection or issue occupancy certificates for the buildings until the Mylars are recorded. 173 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7586 4 12. According to City Code Section 82-142, the aforesaid plat shall be filed by the City of Orono with Hennepin County within one year of Council approval (on or before May 12, 2026), together with a certified original copy of this resolution and executed copies of the easements and covenants pertinent thereto. 13. Violation of or non-compliance with any of the terms and conditions of this resolution may result in the termination of any authority granted herein. ADOPTED by the Orono City Council on this 12th day of May, 2025. ATTEST: CITY OF ORONO: _______________________________ ________________________________ Christine Lusian, City Clerk Bob Tunheim, Mayor 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 152229v01 SMM:06/07/2010 1 (reserved for recording information) DEVELOPMENT CONTRACT (Developer and City Installed Improvements) __________ Addition AGREEMENT dated ____________ ___, 20____, by and between the CITY OF ORONO, a Minnesota municipal corporation (“City”), and ______________________________________________ (the “Developer”). 1.REQUEST FOR PLAT APPROVAL. The Developer has asked the City to approve a plat for “_________________ADDITION”(referred to in this Contract as the “Plat”). The land to be subdivided by the Plat (the “Land”) is situated in the City of Orono, County of Hennepin, State of Minnesota, and is legally described as follows: 2.CONDITIONS OF PLAT APPROVAL. The City hereby approves the Plat on condition that the Developer enter into this Contract and furnish the security required by it. The City will cause the Plat to be duly recorded in the office of the Registrar of Titles in and for Hennepin County, 212 152229v01 SMM:06/07/2010 2 Minnesota, promptly after compliance by the Developer with all conditions precedent to such recording pursuant to this Contract, which conditions precedent the Developer shall cause to be satisfied within 180 days after the City Council approves the final Plat. 3.RIGHT TO PROCEED. Within the Land, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this Contract has been fully executed by both parties and filed with the City Clerk, 2) the necessary “security” (defined below) has been received by the City, and 3) the Plat has been duly recorded in the office of said Registrar of Titles. 4.PHASED DEVELOPMENT. N/A 5.PRELIMINARY PLAT STATUS. N/A 6.CHANGES IN OFFICIAL CONTROLS. For two (2) years from the date of this Contract, no amendment to the City's Comprehensive Plan, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the Land unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law, the City may require compliance with any amendments to the City’s Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract with respect to property which did not receive final plat approval prior to any such amendment. 7.DEVELOPMENT PLANS. The Plat shall be developed in accordance with the following plans (collectively, the “Plans”). The Plans shall not be attached to this Contract. The erosion control plan may also be approved by Hennepin County Environmental Services and Minnehaha Creek Watershed District. If the Plans vary from the terms of this Contract, the terms of this Contract shall control. The Plans are: Plan A - Plat 213 152229v01 SMM:06/07/2010 3 Plan B - Final Grading, Development, Erosion Control Plan, and Storm Water Pollution Prevention Plan Plan C - Plans and Specifications for Public and Private Improvements Plan D – Ecological Restoration and Management Program Plan E - Landscape Plan 8.IMPROVEMENTS. The Developer shall install and pay for the following as required to be built in accordance with the approved Plans (the “Improvements”): A.Site Grading, Ponding, and Erosion Control B.Setting of Iron Monuments C.Surveying and Staking D.Private Roadway E.Traffic Control Signs and Street Signs F.Underground Utilities G.Stormwater Quality Pond H.Trails The Improvements shall be installed in accordance with the City subdivision ordinance; City standard specifications for utilities and street construction; and any other ordinances including those concerning erosion and drainage and any prohibiting grading, construction activity, and the use of power equipment. The Developer shall submit plans and specifications which have been prepared by a competent registered professional engineer to the City for approval by the City Engineer. The Developer shall instruct its engineer to provide adequate field inspection personnel to assure an acceptable level of quality control. In addition, the City may, at the City’s discretion and at the Developer’s expense, have one or more City inspectors and a soil engineer inspect the work as the City may reasonably determine. The Developer, its contractors and subcontractors, shall follow all instructions received from the City's inspectors. The Developer's engineer shall provide for on-site project management. The Developer's engineer is responsible for design changes and contract administration between the Developer and the Developer's contractor. The Developer or its engineer shall schedule a pre-construction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. Within thirty (30) days after the completion of the Improvements and before the 214 152229v01 SMM:06/07/2010 4 “security” is released, the Developer shall supply the City with a complete set of reproducible "as constructed" Plans, and an electronic file of the "as constructed" Plans in an auto CAD file based upon the Hennepin County coordinate system, all prepared in accordance with City standards. Developer will install any required sidewalks and trails just prior to the installation of the final lift of asphalt. 9.IRON MONUMENTS. In accordance with Minnesota Statutes Section 505.02 and the Orono City Code, the final placement of iron monuments for all lot corners must be completed before the “security” is released. The Developer's surveyor shall submit a written notice to the City certifying that the monuments have been installed. 10.PERMITS. The Developer shall obtain or require its contractors and subcontractors to obtain all necessary permits, including but not limited to the following to the extent required: Hennepin County for County Road Access and Work in County Rights-of-Way DNR for Dewatering City of Orono for Building Permits Minnehaha Creek Watershed District for erosion control permit and storm water management permit NPDES Permits (National Pollutant Discharge Elimination Systems) issued by MPCA 11.DEWATERING. Due to the variable nature of groundwater levels and stormwater flows, it will be the Developer’s and the Developer’s contractors’ and subcontractors’ responsibility to satisfy themselves with regard to the elevation of groundwater in the area and the level of effort needed to perform dewatering and storm flow routing operations. All dewatering shall be in accordance with all applicable county, state, and federal rules and regulations. DNR regulations regarding appropriations permits shall also be strictly followed. 12.TIME OF PERFORMANCE. The Developer shall install all Improvements as contemplated by Section 8 and the approved Plans by November 30, 20____, with the exception of the final wear course of asphalt on streets. The final wear course on streets shall be installed between August 15th and September 15th the first summer after the base layer of asphalt has been in place one freeze thaw cycle. The Developer may, however, request an extension of time from the City. If an extension is granted, it shall 215 152229v01 SMM:06/07/2010 5 be conditioned upon updating the “security” to reflect cost increases and the extended completion date. Final wear course placement must have the written approval of the City Engineer, and may be delayed or scheduled at any time of the year based upon existing site conditions at the discretion of the City Engineer. 13.LICENSE. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the Land to perform all work and inspections deemed appropriate by the City in conjunction with development of the Land. 14.EROSION CONTROL. Prior to initiating site grading, the storm water pollution prevention plan, and the erosion control plan, Plan B, shall be implemented by the Developer and inspected and approved by the City. The City may impose additional erosion control requirements if reasonably required. All areas disturbed by excavation and backfilling operations shall be reseeded within five (5) days after the completion of the work, weather permitting, or in an area that is inactive for more than ten (10) days unless authorized and approved by the City Engineer. Except as otherwise provided in the erosion control plan, seed shall be in accordance with the City's current seeding specification which may include certified oat seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion. If the Developer does not comply with the erosion control plan and schedule or supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer’s and City’s rights or obligations hereunder. If the Developer does not reimburse the City for any cost the City incurred for such work within ten (10) days, the City may draw down the “security” to pay any costs. No development, utility or street construction will be allowed and no building permits will be issued unless the Land is in full compliance with the approved erosion control plan. 15.GRADING PLAN. The Land shall be graded in accordance with the approved grading development and erosion control plan, Plan “B”. The plan shall conform to City of Orono specifications. 216 152229v01 SMM:06/07/2010 6 Within thirty (30) days after completion of the grading and before the City approves individual building permits the Developer shall provide the City with an “as constructed” grading plan certified by a registered land surveyor or engineer that all ponds, swales, and ditches for public drainage have been constructed on public easements or land owned by the City. Notwithstanding the foregoing, the City may issue building permits to the Developer, prior to completion of all grading, provided the City Engineer has determined that adequate erosion control measures are in place. The “as constructed” plan shall include field verified elevations of the following: a) cross sections of ponds; b) location and elevations along all swales, wetlands, wetland mitigation areas if any, and ditches, locations and dimensions of borrow areas/stockpiles, and installed "conservation area" posts; and c) lot corner elevations, and house pads. The City will withhold issuance of building permits until the approved certified grading plan is on file with the City and all erosion control measures are in place as determined by the City Engineer. The Developer certifies to the City that all lots with house footings placed on fill will have been monitored and constructed to meet or exceed FHA/HUD 79G specifications. The Developer agrees to stake, for demonstration purposes only, the proposed areas to be dedicated to the City for possible use as parks. 16.CLEAN UP. The Developer shall clean dirt and debris from streets that has resulted from construction work by the Developer, builders, subcontractors, their agents or assigns. Prior to any construction on the Land, the Developer shall identify in writing a responsible party and schedule for erosion control, street cleaning, and street sweeping. 17.CONSTRUCTION AND MAINTENANCE OF IMPROVEMENTS. Developer shall enter into and execute a Private Road Easement and Maintenance Declaration. Upon completion of the Improvements, the City shall inspect the Improvements and notify Developer if any of the Improvements do not conform to the requirements of this Contract. 18.CITY ENGINEERING ADMINISTRATION AND CONSTRUCTION OBSERVATION. The Developer shall pay a fee for engineering administration. City engineering administration will include monitoring of construction observation, consultation with Developer and its 217 152229v01 SMM:06/07/2010 7 engineer on status or problems regarding the project, coordination for final inspection and acceptance, project monitoring during the warranty period, and processing of requests for reduction in the “security.” Fees for this service shall be at standard hourly rates. These fees shall be billed monthly, and paid out of and drawn against the escrow account established by Developer for payment of all City consultant fees. 19.CLAIMS. In the event that the City receives claims from labor, material, or others that work required by this Contract has been performed, the sums due them have not been paid, and the laborers, material, or others are seeking payment from the City, the Developer hereby authorizes the City to commence an interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the “security” in an amount up to 125 percent of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the funds deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees pursuant to this Contract. 20.STORM WATER AND DRAINAGE TRUNK FEE. The Land is subject to the standard Storm Water and Drainage Trunk Fee of: Lot 1 ($3,050.00 per acre x 2.37 gross acres = $7,288.50) plus Lot 2 ($3,050.00 per acres x 4.0 adjusted gross acres* = $12,200.00). Lot 1 $7,288.50 plus Lot 2 $12,200.00 = $19,428.50 * Maximum fee established in the fee scheduled. 21.PARK DEDICATION FEE. The Land is subject to the standard Park Dedication Fee requirement for the City of Orono . Because the value of each newly created lot in the Plat will be in excess of the threshold value of $69,375.00, the eight percent (8%) park fee cap of $5,500.00 per lot will apply; therefore, the Park Dedication Fee is calculated as follows: 1 lot x $5,550.00 per lot = $5,550.00 22.LANDSCAPING. All landscaping shall be installed in accordance with the approved landscape plan. 218 152229v01 SMM:06/07/2010 8 23.SPECIAL PROVISIONS.The following special provisions shall apply to development of the Land: A.Implementation of and adherence to the findings and conditions listed in Resolution No.________ Approving the Preliminary Plat for Property Located at ____________________________, File No. __________, adopted by the Orono City Council on ______________, 20____. B.Conservation easements for the protection of wetlands, steep slopes, woodlands and open spaces must be established over ______________ and the rear portions of all building lots as shown on the approved Conservation/Preservation Plan drawing. Before the City signs the Plat, the Developer shall provide the City with an appropriately executed Grant of Permanent Flowage and Conservation Easement and Restrictive Covenant for Wetland and Wetland Buffer (the “Conservation Easement”), in recordable form, specifying the proposed conditions and limitations to be placed on the specific areas noted above. The easement shall incorporate as a minimum the following elements: no structures allowed, no fences, no domestic animals (i.e. no horses, sheep, chickens, etc.), no tree or vegetation removal except by special permit for maintenance or as part of an approved vegetation management plan, no excavating or earth movement. Creation and maintenance of non-hardcover walking paths may be allowed. Permanent markers of a design and material acceptable to the City Planning Director shall be placed at all points where the conservation easement intersects a lot boundary or where the easement boundary line changes direction. The recording of the Plat and the Conservation Easement shall be conclusive evidence of the satisfaction of this special provision. C.Final Plat approval is subject to Minnehaha Creek Watershed District (“MCWD”) approval and permits as required. The City will not approve the Plat until the MCWD has approved the stormwater management plans and the Developer has provided evidence that all required MCWD permits have been obtained. 219 152229v01 SMM:06/07/2010 9 D.The Developer shall establish a homeowners association providing that the homeowners association will be responsible for all future maintenance of the stormwater ponds and facilities within the Land. E.The Developer shall construct a private road on the Land to provide access to _________________. The private road may be designed to preserve existing vegetation, subject to the approval of the City Engineer. Before the City signs the Plat, the Developer shall provide the City with an appropriately executed permanent road, drainage, and utilities easement, in recordable form, over the outlot containing the private road. The homeowners association covenants shall provide that the private road will be maintained to reasonable standards at all times by the homeowners association and that failure of the homeowners association to so maintain the private road will be cause for the City to accomplish the needed maintenance and to assess the benefited properties for the direct cost of such maintenance. Before the City signs the Plat, the Developer shall also provide a separate “Declaration of Private Covenants, Conditions, Restrictions and Private Roadway Easement” for maintenance of same over the private road outlot which is intended to allow for the addition of the lot accessing the private road at the point of ________________ of the Plat . F.All lots have been tested and found capable of providing suitable primary and alternate sites for on-site sewage treatment systems. For all lots, mound systems will be required. Special precautions, including but not limited to protective covenants as well as physical barriers during construction activity, must be taken to protect these sites on both a short-term and long-term basis, as municipal sewers are not projected to be extended to serve the Land. Before the City signs the Plat, the Developer shall furnish an appropriately executed Declaration of Restrictive Covenant for Protection of Sewage Treatment Sites, in recordable form. G.All of the proposed lots must contain suitable area meeting all established setback requirements to allow the construction of single family residences. H.The Developer must obtain a sign permit from the City Building Official prior to installation of any subdivision identification signs for the Land. The City sign ordinance allows 220 152229v01 SMM:06/07/2010 10 temporary subdivision identification signs on corner lots provided the signs meet area, height, and setback requirements, and provided the Developer submits a $1,000.00 per sign security guaranteeing sign removal when the subdivision is fully developed. I.Prior to City Council approval of the final Plat, the Developer shall furnish a boundary survey of the Land with all property corner monumentation of the Land in place and marked with lath and a flag. Any encroachments on or adjacent to the Land shall be noted on the survey. The Developer shall post a $____________security (the “Monument Security”) for the final placement of interior subdivision iron monuments at property corners and the placement of all monuments pursuant to 1066. The Monument Security was calculated as follows: _____ lots at $100.00 per lot. The Monument Security will be held by the City until the Developer's land surveyor certifies that all irons have been set following site grading and utility and street construction. In addition, the certificate of survey must also include a certification that all irons for a specific lot have either been found or set prior to the issuance of a building permit for that lot. J.The Developer shall pay to the city engineer the amounts incurred for the preparation of record construction drawings and City base map upgrading. K.The Developer shall submit the final Plat in electronic format. The electronic format shall be Auto CAD file. The Developer shall also submit two complete sets of the Plat on Mylar (one copy for the City’s records and one copy for recording with Hennepin County). The Developer shall also provide one copy reduced to 1” = 200’. 24. SUMMARY OF SECURITY REQUIREMENTS. To guarantee compliance with the terms of this Contract, payment of the costs of all Improvements and construction of all Improvements, the Developer shall furnish the City with a letter of credit, in the form attached hereto (the “security”), from a bank for 150% of the cost of the Improvements, including any required landscaping. The amount of the security shall be $____________. The bank shall be subject to the approval of the City Administrator. The City may draw down the security, upon five (5) business days’ prior written notice to Developer, for any violation of the terms of this Contract. Amounts drawn shall not exceed the amounts necessary to cure the 221 152229v01 SMM:06/07/2010 11 default. If the Improvements are not completed at least thirty (30) days prior to the expiration of the security, the City may also draw it down. If the security is drawn down, the proceeds shall be used to cure the default. Upon receipt of proof satisfactory to the City that work has been completed and financial obligations to the City have been satisfied, with City approval the security may be reduced from time to time by ninety percent (90%) of the financial obligations that have been satisfied. Ten percent (10%) of the amounts certified by the Developer's engineer, and approved by City’s Engineer, shall be retained as security until all Improvements have been completed, all financial obligations to the City satisfied, the required "as constructed" Plans have been received by the City, a warranty security is provided, and the public Improvements are accepted by the City Council. The City standard specifications for utilities and street construction outline procedures for security reductions. 25.SUMMARY OF CASH REQUIREMENTS. The Developer shall enter into an Escrow Agreement with the City. 26.WARRANTY. The Developer warrants all Improvements against poor material and faulty workmanship. The warranty period for streets is one year. The warranty period for underground utilities is two years and shall commence following completion and acceptance by the City Council. The one year warranty period on streets shall commence after the final wear course has been installed and accepted by the City Council as documented in official City minutes. The Developer shall post a maintenance bond, letter of credit or cash deposit (the “Maintenance Security”) in an amount reasonably determined by the City Engineer. The City Engineer shall examine the condition of the Improvements when determining the amount of the Maintenance Security. The City shall retain ten percent (10%) of the security until the Maintenance Security is furnished the City or until the warranty period expires, whichever first occurs. The retainage may be used to pay for warranty work. The City standard specifications for utilities and street construction identify the procedures for final acceptance of streets and utilities. 27.RESPONSIBILITY FOR COSTS. 222 152229v01 SMM:06/07/2010 12 A.Except as otherwise specified herein, the Developer shall pay all costs incurred by it or the City in conjunction with the development of the Land, including but not limited to Hennepin County Environmental Services and Minnehaha Creek Watershed District charges, legal, planning, engineering and inspection expenses incurred in connection with approval and acceptance of the Plat, the preparation of this Contract, review of construction plans and documents, and all costs and expenses incurred by the City in monitoring and inspecting development of the Land. B.The Developer shall hold the City and its officers, employees, and agents harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from Plat approval and development of the Land. The Developer shall indemnify the City and its officers, employees, and agents for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys’ fees. C.The Developer shall reimburse the City for reasonable costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. D.The Developer shall pay, or cause to be paid when due, and in any event before any penalty is attached, all special assessments referred to in this Contract. This is an obligation of the Developer and shall continue in full force and effect even if the Developer sells one or more lots, the Land, or any part of it. E.The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt development and construction of the Land until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of eighteen percent (18%) per year. F.In addition to the charges and special assessments referred to herein, other charges as required by City ordinance or via other agencies for which City acts as agent may be imposed such as, but not limited to, sewer access charges ("SAC"), City water access charges and building permit fees. 28.DEVELOPER’S DEFAULT. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall 223 152229v01 SMM:06/07/2010 13 promptly reimburse the City for any expense incurred by the City, provided the Developer, except in an emergency as determined by the City, is first given notice of the work in default, not less than forty-eight (48) hours in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the Land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part against any portion of the Land owned by the Developer or any successor in interest to the Developer. 29.MISCELLANEOUS. A.The Developer represents to the City that the Plat complies with all city, county, state, and federal laws and regulations, including but not limited to: subdivision ordinances, zoning ordinances, and environmental regulations. If the City determines that the Plat does not comply, the City may, at its option, refuse to allow construction or development work on the Land until the Developer does comply. Upon the City's demand, the Developer shall cease work until there is compliance. B.Third parties shall have no recourse against the City or Developer under this Contract. C.Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including those for lots sold to third parties. D.If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portions of this Contract. E.Grading and one lift of asphalt shall be installed on all streets prior to issuance of any building permits. F.If building permits are issued prior to the completion of all Improvements, the Developer assumes all liability and costs resulting in delays in completion of Improvements and damage to Improvements caused by the City, Developer, its contractors, subcontractors, material men, employees, agents, or third parties. No sewer and water connection permits may be issued and no one may occupy a building for which a building permit is issued on either a temporary or permanent basis until the streets 224 152229v01 SMM:06/07/2010 14 needed for access have been paved with at least one lift of bituminous surface and the utilities are accepted by the City Engineer in writing. G.The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City’s failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H.This Contract shall run with the Land and may be recorded against the Land. The Developer covenants with the City, its successors and assigns, that the Developer is well seized in fee title of the Land and/or has obtained consents to this Contract, in the form attached hereto, from all parties who have an interest in the Land; that there are no unrecorded interests in the Land; and that the Developer will indemnify and hold the City harmless for any breach of the foregoing covenants. I.Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, express or implied, now or hereafter arising, available to the City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. J.The Developer may not assign this Contract without the written permission of the City Council. The Developer’s obligations hereunder shall continue in full force and effect even if the Developer sells one or more lots in the Plat, the Land, or any part of it. Upon request, the City shall provide, in recordable form, a release of any lot in the Plat from this Development Contract if the City determines that the terms and conditions of this Contract have been satisfied. K.Retaining walls that require a building permit shall be constructed in accordance with plans and specifications prepared by a structural or geotechnical engineer licensed by the State of Minnesota. Following construction, a certification signed by the design engineer shall be filed with the City Engineer evidencing that the retaining wall was constructed in accordance with the approved plans and 225 152229v01 SMM:06/07/2010 15 specifications. All retaining walls required to be constructed by the Plans, or special conditions referred to in this Contract, shall be constructed before any Certificate of Occupancy is issued for a lot on which a retaining wall is required to be built. L.Developer shall be responsible for all snow removal from vacant lots to the extent that City Ordinance requires snow removal. Developer shall be responsible for ensuring that all vacant lots comply with the City’s Code regarding nuisances. 30.NOTICES. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by certified mail at the following address: __________________________________________. Notices to the City shall be in writing and shall be either hand delivered to the City Administrator, or mailed to the City by certified mail in care of the City Administrator at the following address: Orono City Hall, 2750 Kelley Parkway, Orono, Minnesota 55356. Either party may change the address to which notices to such party thereafter shall be given, by providing to the other party notice of such change. CITY OF ORONO By: _____________________________________ James W. White, Mayor (SEAL) By: _____________________________________ Linda S. Vee, City Clerk DEVELOPER: _____________________________________ _____________________________________ 226 152229v01 SMM:06/07/2010 16 STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ________ day of ______________, 20____, by James W. White and by Linda S. Vee,respectively the Mayor and City Clerk of the City of Orono, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. _______________________________________ NOTARY PUBLIC STATE OF MINNESOTA ) ( ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this ______ day of ____________, 2008, by _____________________________________________________________________________ _________________________________________________. _______________________________________ NOTARY PUBLIC DRAFTED BY: CAMPBELL KNUTSON Professional Association 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, Minnesota 55121 Telephone: (651) 452-5000 SMM 227 152229v01 SMM:06/07/2010 17 MORTGAGE CONSENT TO DEVELOPMENT CONTRACT _______________________________________________, which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this _____ day of ____________, 20____. ________________________________ BY: ______________________________________ Its STATE OF MINNESOTA ) ( ss. COUNTY OF ___________) The foregoing instrument was acknowledged before me this _____ day of ________________, 20____, by ______________________________ the ______________________________ of ______________________________, on its behalf. ________________________________________ NOTARY PUBLIC DRAFTED BY: CAMPBELL KNUTSON Professional Association 317 Eagandale Office Center 1380 Corporate Center Curve Eagan, Minnesota 55121 Telephone: (651) 452-5000 SMM 228 152229v01 SMM:06/07/2010 18 IRREVOCABLE LETTER OF CREDIT No. ___________________ Date: _________________ TO:City of Orono 2750 Kelley Parkway Orono, Minnesota 55356 Dear Sir or Madam: We hereby issue, for the account of ___________________________________ and in your favor, our Irrevocable Letter of Credit in the amount of $____________, available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. ________, dated _____________, 2______, of (Name of Bank) "; b) Be accompanied by an affidavit signed by the Mayor or City Administrator of the City of Orono certifying that _________________________________is in default of the Development Contract with the City of Orono and that five (5) business days prior written notice has been given by the City to the Developer with respect to the existence of such default, and such default has not been cured. c) Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 30, 2______. This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty-five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Orono City Administrator that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Orono City Administrator, Orono City Hall, 2750 Kelley Parkway, Orono, Minnesota 55356, and is actually received by the City Administrator at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 500. This agreement shall be construed and interpreted under Minnesota Law. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. BY: ____________________________________ Its ______________________________ 229 152229v01 SMM:06/07/2010 19 CERTIFICATE OF INSURANCE LIABILITY & WORKERS' COMPENSATION This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policies listed below. PROJECT:___________________________________________ CERTIFICATE HOLDER & ADDITIONAL INSURED: City of Orono ADDRESS: ARCH/ENGR:__________________________________________ INSURED:______________________________________ ADDRESS:___________________________________ ___________________________________ AGENT:________________________________________ ADDRESS:___________________________________ ___________________________________ WORKERS' COMPENSATION COVERAGE POLICY #______________________ EFFECTIVE DATE____/____/____ EXPIRATION DATE____/____/____ INSURANCE COMPANY:________________________________________ COVERAGE-Workers' Compensation, Statutory. Employers' Liability Limit $__________Each Accident $___________Disease Policy Limit $___________ Disease Employee Limit ($500,000 Policy limit applies to both accident and disease) GENERAL LIABILITY POLICY #______________________EFFECTIVE DATE____/____/____ EXPIRATION DATE____/____/____ INSURANCE COMPANY:________________________________________________ ( )Claims Made ( )Occurrence ( )Owner's & Contractors Protective ( ) Other LIMITS: General Aggregate Limit (Other Than Products-Completed Operations) $ ______________________ Products-Completed Operations Aggregate Limit $ ______________________ Personal & Advertising Injury Limit $ ______________________ Each Occurrence $ ______________________ 230 152229v01 SMM:06/07/2010 20 COVERAGE PROVIDED Operations of Contractor: Yes____ No____ Government Immunity is Waived Yes____No____ Operations of Sub-Contractor (Contingent): Yes____ No____ Property Damage Liability Includes Does Personal Injury Include Damage Due to Blasting Yes____No____ Claims Related to Employment:Yes____ No____ Damage Due to Collapse Yes____No____ Completed Operations/Products:Yes____ No____ Damage To Underground Facilities Yes____No____ Contractual Liability (Broad Form):Yes____ No____ Broad Form Property Damage Yes____No____ EXCEPTIONS: AUTOMOBILE LIABILITY POLICY #________________________ EFFECTIVE DATE: ___/___/___ EXPIRATION DATE: ___/___/___ INSURANCE COMPANY: _______________________________________ ( )Any Auto ( )All Owned Autos ( )Scheduled Autos ( )Hired Autos ( )Non-Owned Autos LIMITS: Bodily Injury $_________ Each Person / $________ Each Occurrence OR Combined Single Limit $__________ Property Damage $_____________ Each Occurrence UMBRELLA EXCESS LIABILITY POLICY #_____________________ EFFECTIVE DATE:____/____/____ EXPIRATION DATE:____/____/____ INSURANCE COMPANY_________________________________________ LIMITS: Single Limit Bodily Injury and Property Damage $_______________Each Occurrence $__________________Aggregate COVERAGE PROVIDED: Applies in excess of the coverages listed above for Employers' Liability, General Liability, and Automobile Liability: Yes_____ No_____ Are any deductibles applicable to bodily injury or property damage on any of the above coverages? Yes_____No_____ If So, List Amount $________________ AGENT CARRIES ERRORS AND OMISSIONS INSURANCE: Yes_____No_____ Should any of the above described policies be cancelled before the expiration date thereof, the issuing company will mail 30 days notice to the parties to whom this certificate is issued. Dated at: ________________________ On: _______________________ By: ____________________________ MN License #________ Authorized Insurance Representative 231 152229v01 SMM:06/07/2010 21 232 Date: May 12, 2025 Item: 16 Presenter: Melanie Curtis, Planner Section: Consent Agenda Title: LA25-000010, 2625 North Shore Drive, Lake Setback and Hardcover Variances - Resolution 7587 1.Purpose: This application is regarding lake setback and hardcover variances to support an expanded open porch addition. 2.MN§15.99 Application Deadline: This application was submitted on February 26, 2025 and considered to be complete on March 25th. The 60-day review period will end on May 24, 2025. 3.Background: The applicant requests variances to construct a new, 234 square foot covered porch addition on the west side of the home to replace an existing 55 square foot porch. Some minor hardcover changes are also proposed. Due to the location of the existing home, 30 feet from the OHWL, lake setback and hardcover variances are required. For more detail on the project and a full variance analysis please reference the Planning Report (Link). 4.Planning Commission Vote and Comment: At their meeting on April 21st, the Planning Commission held a public hearing. The Commission asked the applicant to clarify the hardcover to be removed (prior to Council review) and voted 5 to 0 in favor of approval as applied. 5.Public Comment: Public comments (Link) were received from the immediate neighbors. 6.Staff Recommendation: The applicant clarified the hardcover information as requested by the Planning Commission. With the removals, 94 square feet of hardcover will be added to the 75-foot setback area; 24 square feet of increased hardcover is proposed in total for the property. Staff recommends approval. A draft resolution is provided for consideration. AGENDA ITEM COUNCIL ACTION REQUESTED Council should move to adopt Resolution 7587 approving the variances as applied. Exhibits Exhibit A - Draft Resol 7587 Exhibit B - Plans Exhibit C - Hardcover Exhibit D - Draft PC Minutes Exhibit E - Planning Report 233 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7587 1 A RESOLUTION APPROVING A VARIANCE FROM MUNICIPAL ZONING CODE SECTIONS 78-1279 & 78-1680 FILE NO. LA25-000010 WHEREAS, on February 26, 2025, Ashley Mehbod (the “Applicant”), applied for variances from the City Code for the property addressed 2625 North Shore Drive and legally described as: Parcel 1: That part of Government Lots 4 and 5, Section 9, Township 117, Range 23, described as commencing at the North Quarter corner of said section; thence on a bearing of South (the North line of the Northeast Quarter of said section being assumed to have a bearing of North 88 degrees 51 minutes West for purposes of this description) a distance of 2878.55 feet; thence South 70 degrees 37 minutes 31 seconds East a distance of 838.42 feet; thence South 67 degrees 19 minutes 23 seconds East a distance of 266.25 feet; thence South 59 degrees 5 minutes 30 seconds East a distance of 300 feet to the point of beginning of the property being described; thence continuing South 59 degrees 5 minutes 30 seconds East a distance of 159.15 feet; thence South 26 degrees 36 minutes West to the shore of Lake Minnetonka; thence Northwesterly along said shore to its intersection with a line drawn South 32 degrees 16 minutes 30 seconds West from the point of beginning; thence North 32 degrees 16 minutes 30 seconds East to the point of beginning. Parcel 2: That part of Government Lot 4, Section 9, Township 117, Range 23, described as follows: Commencing at the North Quarter corner of said section; thence on a bearing of South (the North line of the Northeast Quarter of said section being assumed to have a bearing of North 88 degrees 51 minutes West for purposes of the description) a distance of 2878.55 feet; thence South 70 degrees 37 minutes 31 seconds East a distance of 838.42 feet; thence South 67 degrees 19 minutes 23 seconds East a distance of 266.25 feet to "Point A", said Point A, being the point of beginning of the property being described, and also the point of beginning of "Line A"; thence South 32 degrees 16 minutes 30 seconds West along said Line A to point on the shore of Lake Minnetonka, and said Line A there ending; thence Southeasterly along said shore to a point 300 feet Southeasterly from said Line A, said 300 feet being measured on a bearing of South 59 degrees 05 minutes 30 seconds East from said Line A; thence North 32 degrees 16 minutes 30 seconds East a distance of 370 feet to an intersection with a line drawn South 59 degrees 05 minutes 30 seconds East from said Point A; thence North 59 degrees 05 minutes 30 seconds West to said Point A 234 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7587 2 the point of beginning, except that part of said above-described property lying Northwesterly of the following described line: Commencing at said Point A; thence South 59 degrees 5 minutes 30 seconds East a distance of 246.74 feet to the point of beginning of the line being described; thence South 34 degrees 54 minutes 30 seconds West to the shore of Lake Minnetonka and there ending. Subject to a mutual easement for common driveway over the southeasterly 7 1/2 feet of the northeasterly 286.81 feet of the above-described tract as shown by deed recorded in CR Book 1021 of Deeds, page 276, Doc. No. 1146365; (as to Parcel 1). Subject to a flowage easement set forth in decree in which a certified copy is of record in CR Book 85 of Miscellaneous Records, page 301, Doc. No. 318546; (as to Parcels 1 and 2), Hennepin County, Minnesota (hereinafter the “Property”); WHEREAS, the Applicant has made application to the City of Orono for a variance from Orono Municipal Zoning Code Section 78-1279 to allow construction of an expanded open porch on the west side of the home, 44.6 feet from the OHWL, where a 75-foot setback is required and the existing home is set 30 feet from the OHWL; and WHEREAS, the Applicant has made application to the City of Orono for a variance from Orono Municipal Zoning Code Section 78-1680 to allow 3,978 square feet of hardcover in the 75-foot setback from the lake where no hardcover is permitted and 3,884 square feet currently exists resulting in an increase of 94 square feet in the 75-foot setback; and WHEREAS, on April 21, 2025, after published and mailed notice in accordance with Minnesota Statutes and the City Code, the Planning Commission held a public hearing, at which time all persons desiring to be heard concerning this application were allowed to speak thereon; and WHEREAS, on April 21, 2025, the Planning Commission recommended approval of the variances as applied; and WHEREAS, on May 12, 2025, the City Council reviewed the application and the recommendations of the Planning Commission and City staff; and NOW, THEREFORE, BE IT RESOLVED that the City Council of Orono, Minnesota hereby approves the requested variances as described above based on one or more of the following findings of fact concerning the Property: 235 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7587 3 FINDINGS OF FACT: A1. The analysis contained within staff memos and the exhibits attached to the aforesaid memos, all minutes from the above-mentioned meetings, and all other materials distributed at these meetings are hereby incorporated by reference. A2. The Property is in the LR-1A, One Family Lakeshore Residential Zoning District. A3. The Property contains 1.9 acres in area and has a defined lot width of 267 feet at the OHWL and 258 feet at the 75-foot setback. A4. The Property is within Tier 1 and hardcover is limited to 25% according to the Stormwater Quality Overlay District. A5. Applicant has applied for the following variance[s]: a. 75-foot lake setback Variance b. Hardcover Variance within the 75-foot setback A6. In considering this application for variances, the Council has considered the advice and recommendation of the Planning Commission and the effect of the proposed variances upon the health, safety and welfare of the community, existing and anticipated traffic conditions, light and air, danger of fire, risk to the public safety, and the effect on values of property in the surrounding area. ANALYSIS: B1. “Variances shall only be permitted when they are in harmony with the general purposes and intent of the ordinance . . . .” The proposed addition to the home is reasonable and results in a minimal setback encroachment. The variances are in harmony with the intent of the Ordinance. B2. “Variances shall only be permitted . . . when the variances are consistent with the comprehensive plan.” The requested variances are in line with the residential goals outlined within the comprehensive plan. B3. “Variances may be granted when the applicant for the variance establishes that there are practical difficulties in complying with the zoning ordinance. ‘Practical difficulties,’ as used in connection with the granting of a variance, means that: 236 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7587 4 a. The property owner in question proposes to use the property in a reasonable manner, however, the proposed use is not permitted by the official controls. The variance request is residential in nature and is reasonable considering the unique nature of the Property having a large wetland at the rear, which pushes the development closer to the lake. b. The plight of the landowner is due to circumstances unique to his property not created by the landowner. The location of the existing home was not created by the owners; and c. The variance, if granted, will not alter the essential character of the locality.” The location of the addition will not be lakeward of the home and will not alter the character of the neighborhood. The majority of the neighboring homes are situated within the 75-foot setback area. B4. “Economic considerations alone do not constitute practical difficulties.” Economic considerations have not been a factor in the variance approval determination. B5. “Practical difficulties also include but are not limited to inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth-sheltered construction as defined in Minn. Stat. § 216C.06, subd. 2, when in harmony with Orono City Code Chapter 78.” This condition is not applicable. B6. “The board or the council may not permit as a variance any use that is not permitted under Orono City Code Chapter 78 for property in the zone where the affected person's land is located.” This condition is not applicable as residential improvements are permitted in the LR-1A residential zoning district. B7. “The board or council may permit as a variance the temporary use of a one-family dwelling as a two-family dwelling.” This condition is not applicable. B8. “The special conditions applying to the structure or land in question are peculiar to such property or immediately adjoining property.” The existing home’s location and orientation on the Property are unique circumstances. Due to the location and size of the wetlands impacting the properties along this portion of North Shore Drive, the developed homes are nearer to the lake than the 75-foot setback. The application of the 75-foot setback requirement causes a practical difficulty. The home and the proposed addition will not encroach on the average lakeshore setback. B9. “The conditions do not apply generally to other land or structures in the district in which the land is located.” The location of the home, within the 75-foot setback, is relatively unique 237 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7587 5 in the City, although not in the immediate neighborhood. Applying the lake setback requirement eliminates the owners’ ability to expand or improve the home without a variance, creating a practical difficulty. B10. “The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant.” Granting the variances to construct the addition is necessary to increase functionality within the home, as well as for the preservation of the wide, open space between the Property and the neighbor to the west. B11. “The granting of the proposed variance will not in any way impair health, safety, comfort, or morals, or in any other respect be contrary to the intent of this chapter.” The proposed project will not impair the health, safety, comfort, or morals of the public. B12. “The granting of such variance will not merely serve as a convenience to the applicant, but is necessary to alleviate demonstrable difficulty.” Granting of the variances will resolve and alleviate a demonstrated practical difficulty caused by the lake setback as applied to the Property. CONCLUSIONS, ORDER AND CONDITIONS: Based upon one or more of the above findings, the Orono City Council hereby grants a variance from Orono Municipal Zoning Code Section 78-1279 to allow construction of an expanded open porch on the west side of the home, 44.6 feet from the OHWL, where a 75-foot setback is required; and a variance from Section 78-1680 to allow 3,978 square feet of hardcover in the 75-foot setback from the lake; subject to the following conditions: C1. Council approval is based on the entire record, above Findings. C2. The approved project shall conform to the site plan and building plans submitted by the Applicant and annotated by City staff, attached to this Resolution as Exhibits A & B. C3. Any amendments to the plans that are not in conformity with City codes may require further Planning Commission and City Council review. C4. Authorities granted by this resolution run with the Property, not with the Owners, but are permissive only and must be exercised by obtaining a building permit for the new construction and commencing construction of said project. A building permit must be obtained within one year of the date of Council approval, or the variance will expire on that date (May 12, 2026). C5. Violation of or non-compliance with any of the terms and conditions of this resolution may result in the termination of any authority granted herein. 238 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7587 6 ADOPTED by the Orono City Council on this 12th day of May, 2025. ATTEST: CITY OF ORONO: _______________________________ _______________________________ Christine Lusian, City Clerk Bob Tunheim, Mayor 239 240 Anderson Engineering of Minnesota, LLC 13605 1st Avenue North,Suite 100 Plymouth, MN 55441763-412-4000 (o) 763-412-4090 (f)www.ae-mn.comENGINEERING ARCHITECTURE LAND SURVEYING ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE New, Enlarged Porch Existing Porch 241 PRELIMINARY2252255003ftftftftEXISTING242 PRELIMINARYPROPOSED243 PRELIMINARY244 PRELIMINARY245 Anderson Engineering of Minnesota, LLC 13605 1st Avenue North,Suite 100 Plymouth, MN 55441 763-412-4000 (o) 763-412-4090 (f) www.ae-mn.com ENGINEERING ARCHITECTURE LAND SURVEYING ENVIRONMENTAL SERVICES LANDSCAPE ARCHITECTURE 246 PRELIMINARY 247 PRELIMINARY 248 PRELIMINARY 249 PRELIMINARY 250 251 252 253 254 Minutes Planning Commission Regular Meeting Monday, April 21, 2025, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 6.1. LA25-000010, ASHLEY MEHBOD, 2625 NORTH SHORE DRIVE, LAKE SETBACK AND HARD COVER VARIANCES. The Planning Commission is requested to review the Staff report, receive a presentation, and discuss and approve variances allowing the construction of a new porch on one side of the home. The Planning Commission discussed the item and asked questions of staff and the applicant, Ashley Mehbod, 2625 North Shore Drive. Chair Bollis opened the public hearing at 6:05 p.m. There were no public comments Chair Bollis closed the public hearing at 6:05 p.m. Commissioners noted that since the house was built in the 1920s, it cannot meet current setbacks, the proposed new porch is not closer to the lake, doesn’t impact neighbors, and the plan overall reduces hardcover. Jarnot moved, Prchal seconded, to approve LA25-000010, 2625 North Shore Drive, Variances. VOTE: Ayes: 6, Nays 0. 255 Date Application Received: 02/26/2025 Date Application Considered as Complete: 03/25/2025 60-Day Review Period Expires: 05/24/2025 To: Chair Bollis and Planning Commission Members Adam Edwards, City Administrator From: Melanie Curtis, Planner mcc Date: 21 April 2025 Subject: #LA25-000010, Ashley Mehbod, 2625 North Shore Drive, Variances Public Hearing Background The home on the subject property was constructed in the 1920’s; it has been remodeled over the years. The existing home is situated 30.2 feet from the lake where a 75-foot setback is required. The applicant requests variances to construct a new 234 square foot open porch/covered terrace where a 55 square foot roofed porch currently exists resulting in new building footprint and hardcover within the 75-foot setback. The new porch addition is proposed on the west side of the home, 44.6 feet from the lake, approximately 7 feet closer to the lake than the existing porch. The current home is 30.2 feet from the OHWL. The applicant is proposing to remove 210 square feet of existing sidewalk to offset the addition. Accounting for the proposed removals, the project will add 24 square feet of hardcover to the 75-foot zone. Practical Difficulties Analysis Applicant Submittal Information: The applicant has identified the nonconforming location of the home within the 75-foot setback as the primary practical difficulty supporting the requested variance(s). Additionally, they have provided supporting documentation regarding Practical Difficulties, Exhibit C, and should be asked for additional testimony regarding the application. Planning Staff Practical Difficulty Analysis: The home was constructed nearly 100 years ago, well before our current setback requirements. At the time, the large wetland on the property likely dictated the original placement of the homes in this area including the applicant’s home. Staff finds the practical difficulties inherent in the location of the existing home; its current proximity to the lake may support the requested variances. The variances requested for the proposed porch addition may be reasonable considering that the new porch will replace a slightly smaller porch in this location, and it will not change the overall character of the neighborhood. The new porch will not encroach closer to the lake than the existing home, will conform to all of the other required setbacks, and will be screened by existing vegetation from the western neighbor and the lake. Application Summary: The applicant requests a lake setback and a hardcover variance to support the construction of a new covered porch. Staff Recommendation: Planning Department Staff recommends approval. 256 FILE #LA25-000010 21 April 2025 Page 2 of 4 LOT ANALYSIS WORKSHEET Section 78-305 - Setbacks: LR-1A Required Existing Proposed Rear/Street 50’ +250’ No change East Side 30’ 54’ No change West Side 30’ 88’ 95’ (addition) Wetland 35’ 130’ No change Lakeshore 75’ 30.2’ (house) 51’ (existing porch) 44.6’ (addition) Average Lakeshore The existing home and proposed addition conform to the average lakeshore setback, as both adjacent homes are closer to the lake than the applicants’ home. Section 78-305 - Lot Area/Width: LR-1A Lot Area Lot Width Required 87,120 s.f. (2.0 acres) 200’ Actual 85,950 s.f. (1.9 acres) 258’ @ 75’ / 267’@ OHWL Section 78-1403- Structural Coverage: Total Lot Area Total Structural Coverage 85,950 s.f. (1.9 acres) Allowed: 17,190 s.f. (20%) Existing: 4,541 s.f. (5.3%) Proposed: 4,720 s.f. (5.5%) Sections 78-1680 and 78-1700 -Hardcover Calculations: Stormwater Overlay District Tier Total Area in Zone Allowed Hardcover Existing Hardcover Proposed Hardcover Tier 1 85,950 s.f. 21,487 s.f. (25%) 12,895 s.f. (15%) 12,919 s.f. (15%) Applicable Regulations: Lake Setback Variance (City Code Section 78-1279) The majority of the home is situated within the 75-foot lake setback, as close as 30 feet to the OHWL. The proposed addition will be set back 44.6 feet from the OHWL. Hardcover Variance (City Code Section 78-1680) The property's hardcover is well below 25%. The majority of the existing home footprint is within the 75-foot setback, accounting for approximately 6% of the site’s hardcover. The porch addition will add 179 square feet of hardcover within the 75-foot setback; however, the applicant is proposing to remove sidewalk hardcover to offset this, resulting in a net increase of 24 square feet. 257 FILE #LA25-000010 21 April 2025 Page 3 of 4 Governing Regulation: Variance (Section 78-123) In reviewing applications for variance, the Planning Commission shall consider the effect of the proposed variance upon the health, safety and welfare of the community, existing and anticipated traffic conditions, light and air, danger of fire, risk to the public safety, and the effect on values of property in the surrounding area. The Planning Commission shall consider recommending approval for variances from the literal provisions of the Zoning Code in instances where their strict enforcement would cause practical difficulties because of circumstances unique to the individual property under consideration, and shall recommend approval only when it is demonstrated that such actions will be in keeping with the spirit and intent of the Orono Zoning Code. Economic considerations alone do not constitute practical difficulties. Practical difficulties also include but are not limited to, inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth-sheltered construction as defined in Minn. Stat. §216C.06, subd. 14, when in harmony with this chapter. The board or the council may not permit as a variance any use that is not permitted under this chapter for property in the zone where the affected person's land is located. The board or council may permit as a variance the temporary use of a one-family dwelling as a two-family dwelling. According to MN §462.357 Subd. 6(2) variances shall only be permitted when: 1. The variance is in harmony with the general intent and purpose of the Ordinance. The proposed addition to the home is reasonable and results in a minimal setback encroachment. The variances are in harmony with the intent of the Ordinance. 2. The variance is consistent with the comprehensive plan. The requested variance is in line with the residential goals outlined within the comprehensive plan. 3. The applicant establishes that there are practical difficulties. a. The property owner proposes to use the property in a reasonable manner not permitted by the official controls; the variance request is residential in nature and is reasonable considering the unique nature of the Property having a large wetland at the rear, which pushes the development closer to the lake. b. There are circumstances unique to the property not created by the landowner; The location of the existing home is not a situation created by the owners; and c. The variance will not alter the essential character of the locality. The location of the addition will not be lakeward of the home and will not alter the character of the neighborhood. The majority of the neighboring homes are situated within the 75- foot setback area. Additionally, City Code 78-123 provides additional parameters within which a variance may be granted as follows: 4. Economic considerations alone do not constitute practical difficulties. Economic considerations have not been a factor in the variance approval determination. 5. Practical difficulties also include but are not limited to inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth-sheltered construction as defined in Minn. Stat. § 216C.06, subd. 17, when in harmony with Orono City Code Chapter 78. This condition is not applicable. 6. The board or the council may not permit as a variance any use that is not permitted under Orono City Code Chapter 78 for property in the zone where the affected person's land is located. This condition is not applicable, as residential improvements are allowed in the LR-1A District. 7. The board or council may permit as a variance the temporary use of a one-family dwelling as a two-family dwelling. This condition is not applicable. 258 FILE #LA25-000010 21 April 2025 Page 4 of 4 8. The special conditions applying to the structure or land in question are peculiar to such property or immediately adjoining property. The existing home’s location and orientation on the Property are unique circumstances. Due to the location and size of the wetlands impacting the properties along this portion of North Shore Drive, the developed homes are nearer to the lake than the 75-foot setback. The application of the 75-foot setback requirement causes a practical difficulty. The home and the proposed addition will not encroach on the average lakeshore setback. 9. The conditions do not apply generally to other land or structures in the district in which the land is located. The location of the home, within the 75-foot setback, is relatively unique in the City, although not in the immediate neighborhood. Applying the lake setback requirement eliminates the owners’ ability to expand or improve the home without a variance, creating a practical difficulty. 10. The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant. Granting the variances to construct the addition is necessary to increase functionality within the home, as well as for the preservation of the wide, open space between the subject property and the neighbor to the west. 11. The granting of the proposed variance will not in any way impair health, safety, comfort, or morals, or in any other respect be contrary to the intent of this chapter. The proposed project will not impair the health, safety, comfort, or morals of the public. 12. The granting of such variance will not merely serve as a convenience to the applicant, but is necessary to alleviate demonstrable difficulty. Granting of the variances will resolve and alleviate a demonstrated practical difficulty caused by the lake setback as applied to the Property. The Commission may recommend, or the Council may impose conditions in granting variances. Any conditions imposed must be directly related to and must bear a rough proportionality to the impact created by the variance. No variance shall be granted or changed beyond the use permitted in this chapter in the district where such land is located. Public Comments Supportive comments were received from the neighbors on either side of the subject property, Exhibit H. Issues for Consideration 1. Does the Planning Commission find that the property owner proposes to use the property in a reasonable manner which is not permitted by an official control? 2. Does the Planning Commission find that the variances, if granted, will not alter the essential character of the neighborhood? 3. Does the Commission find it necessary to impose conditions in order to mitigate the impacts created by the granting of the requested variances? 4. Are there any other issues or concerns with this application? Planning Staff Recommendation Planning Staff recommends approval as applied. 259 Date: May 12, 2025 Item: 17 Presenter: Melanie Curtis, Planner Section: Consent Agenda Title: LA25-000012, 1205 Tonkawa Road, Average Lakeshore Setback, Lake Setback, and Floodplain Variances - Resolution 7588 1.Purpose: This application contemplates variances from the 75 foot lake setback, average lakeshore setback, and floodplain rescue bench requirements to support the reconstruction of an existing lakeside accessory building located approximately 20 feet from the OHWL and within the floodplain. 2.MN§15.99 Application Deadline: The application was submitted on March 19, 2025, and considered to be complete on March 25th. The 60-day review period will end on May 24, 2025. 3.Background: The applicant proposes to replace an existing legal, nonconforming accessory building. The existing building is nonconforming as to: The building is located approximately 20 feet from the lake, where a setback of 75 feet is required under City Code Section 78-1279; The building is located lakeward of the average lakeshore setback line (ASL) required under City Code Section 78-1279; and The building is located within the 100-year floodplain and does not meet the requirements of City Code Section 78-1111 and 78-1125(a), which collectively require that the lowest floor of the building be no lower than 931.5' and that the grade within 15 feet of the building perimeter also be elevated, to at least 931.5'. Although the proposed replacement building reduces the existing footprint and overall volume, to meet MCWD's minimum opening elevation requirements, the building will be raised in elevation by one (1) foot. That elevation change results in an upward expansion in volume, which results in the need for variances. The following variances are requested: 1. A lake setback variance to allow a one-foot vertical expansion of the building, 20 feet from the lake where a 75-foot setback is required; 2. An average lakeshore setback variance to allow the one-foot expansion lakeward of the ALS; and 3. A variance from City Code Section 78-1125 requiring a 15-foot wide rescue bench around the building elevated on fill. The applicant also proposes to extend water and sewer to the building, which is permitted by City Code Section 78-1437 and does not require a variance. Full details of the application and variance analysis are included in the Planner Report attached as Exhibit A. AGENDA ITEM 260 4.Planning Commission Vote and Comment: The Planning Commission reviewed the application at the April 21, 2025 meeting where they held a public hearing. Draft Planning Commission minutes are attached as Exhibit F. 5.Public Comment: Comments from a neighbor and the MN DNR were received and are attached as Exhibit C. Staff consulted with the city attorney, who disagrees with the DNR’s analysis. The city attorney's comments are: The DNR objected to the setback variance on the basis that the replacement building is a water-oriented accessory structure or facility within the meaning of the City’s ordinances and therefore cannot be located within the proposed location. The DNR acknowledges that the existing building could be replaced. The proposed replacement building does not increase any of the existing nonconformities. The proposed replacement building will either maintain or reduce existing nonconformities. The DNR also objected to the extension of sewer and water services to the replacement building. No variance is required for the sewer and water extension. The extension is expressly permitted, provided that the applicant complies with the requirements of City Code Section 78-1437. The water and sewer connection would have been permitted to the existing building and is not an expansion of the nonconformity. 6.Staff Recommendation: Staff recommends approval of the setback and floodplain variances to allow the one-foot upward expansion according to the draft resolution. COUNCIL ACTION REQUESTED Council should move to adopt Resolution 7588 approving the variances as applied. Exhibits Exhibit A - Resol 7588 Exhibit B - Plans Exhibit C - Comments Exhibit D - Planner Report Exhibit E - Draft Covenant Exhibit F - Draft PC Minutes 261 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7588 1 A RESOLUTION APPROVING VARIANCES FROM MUNICIPAL ZONING CODE SECTIONS 78-1125 & 78-1279 FILE NO. LA25-000012 WHEREAS, on March 19, 2025, PKA Architecture (the “Applicant”), on behalf of Joseph and Crystal Wald (the “Owners”), applied for variances from the City Code for the property addressed 1205 Tonkawa Road and legally described as: Tract C, Registered Land Survey No. 853, according to the recorded plat thereof, Hennepin County, Minnesota (hereinafter the “Property”); WHEREAS, the Applicant has made application to the City of Orono for a variance to Orono Municipal Zoning Code Section 78-1125 to allow reduction in the required elevation bench depth from 15 feet to 8.5 feet on the lake side of the building. The floodplain regulations require the replacement accessory building to be elevated one foot on fill to comply with the minimum requirements. In this situation, the Code requires an elevation bench set at 931.5’ around the perimeter of the replacement building. The proposed grading plan provides the required rescue bench on the remaining three sides of the building; and WHEREAS, the Applicant has made application to the City of Orono for variances from Orono Municipal Zoning Code Section 78-1279 to allow construction of a replacement accessory building required by floodplain regulations to be elevated on fill resulting in a minimal upward massing expansion of one foot, equal to the amount of fill within 75 feet of the lake and lakeward of the average lakeshore setback; and WHEREAS, on April 21, 2025, after published and mailed notice following Minnesota Statutes and the City Code, the Planning Commission held a public hearing, at which time all persons desiring to be heard concerning this application were allowed to speak thereon; and WHEREAS, on April 21, 2025, the Planning Commission recommended approval of the variances; and WHEREAS, on May 12, 2025, the City Council reviewed the application and the recommendations of the Planning Commission and City staff; and NOW, THEREFORE, BE IT RESOLVED that the City Council of Orono, Minnesota hereby approves the requested variances as described above based on one or more of the following findings of fact concerning the Property: 262 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7588 2 FINDINGS OF FACT: A1. The analysis contained within staff memos and the exhibits attached to the aforesaid memos, all minutes from the above-mentioned meetings, and all other materials distributed at these meetings are hereby incorporated by reference. A2. The Property is located in the LR-1B One Family Lakeshore Residential Zoning District. A3. The Property contains 2.05 acres in area and has a defined lot width of 500+ feet. A4. The Property is within Tier 1, and hardcover is limited to 25% according to the Stormwater Quality Overlay District. A5. The Applicant has applied for the following variances: a. Lake Setback Variance b. Average Lakeshore Setback Variance c. Floodplain Rescue Bench Variance A6. In considering this application for variances, the Council has considered the advice and recommendation of the Planning Commission and the effect of the proposed variances upon the health, safety and welfare of the community, existing and anticipated traffic conditions, light and air, danger of fire, risk to the public safety, and the effect on values of property in the surrounding area. ANALYSIS: B1. “Variances shall only be permitted when they are in harmony with the general purposes and intent of the ordinance . . . .” The variances support the minimal expansion of the non-conforming building within the lake yard and average lakeshore setback. Lake yard construction prohibitions are intended to maintain the natural lakeshore and encourage development away from the lake. Alternatively, the goals of average lakeshore setback include protecting views from land into the lake, and the requested variances to increase the height of the existing boathouse to the minimum amount necessary to meet the floodplain regulations are in harmony with the Ordinance. The most adjacent neighbors are situated so that the changes to the existing building will not impact their lake views. The minimal, additional mass of the flat roof areas within the setbacks will not be closer to the lake than existing and will not negatively impact the views into the Property from the lake. This criterion is met. 263 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7588 3 B2. “Variances shall only be permitted . . . when the variances are consistent with the comprehensive plan.” The variances requesting reconstruction of the existing legally nonconforming accessory building with a minimal upward volume expansion (without footprint expansions) in the same location within the setbacks in a residential zone are consistent with the Comprehensive Plan. The variances are required solely to conform to the floodplain regulations. This criterion is met. B3. “Variances may be granted when the applicant for the variance establishes that there are practical difficulties in complying with the zoning ordinance. ‘Practical difficulties,’ as used in connection with the granting of a variance, means that: a. The property owner in question proposes to use the property in a reasonable manner, however, the proposed use is not permitted by the official controls. The variances to permit reconstruction of the accessory building with minor upward expansion appear to be reasonable; the flat roof design minimizes any potential negative impacts; the mature vegetation and location of neighboring homes separate the accessory building from the adjacent neighbors. City Code Section 78-71(b)(4) states: “A lawful nonconforming use of a structure or parcel of land may be changed to decrease the nonconformity of use.” The Owners are replacing an existing nonconforming building, and all of the changes from the original building are to decrease existing nonconformities. Additionally, the variance relating to the exception for the floodplain rescue bench depth on the lake side is reasonable, as it is not a principal building. This criterion is met. b. The plight of the landowner is due to circumstances unique to his property not created by the landowner. The accessory building was originally constructed in the 1960s by previous owners and needs replacement due to its age and deferred maintenance. c. The variance, if granted, will not alter the essential character of the locality.” The requested variances will not be out of character with the neighborhood, will not expand the footprint of the building, or result in additional encroachment into the setbacks toward the lake. The new upward encroachment will not alter the character of the locality. This criterion is met. B4. “Economic considerations alone do not constitute practical difficulties.” Economic considerations have not been a factor in the variance approval determination. B5. “Practical difficulties also include but are not limited to inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth-sheltered construction as 264 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7588 4 defined in Minn. Stat. § 216C.06, subd. 2, when in harmony with Orono City Code Chapter 78.” This condition is not applicable. B6. “The board or the council may not permit as a variance any use that is not permitted under Orono City Code Chapter 78 for property in the zone where the affected person's land is located.” This condition is not applicable, as residential improvements are allowed in the Lr-1B District. B7. “The board or council may permit as a variance the temporary use of a one-family dwelling as a two-family dwelling.” This condition is not applicable. B8. “The special conditions applying to the structure or land in question are peculiar to such property or immediately adjoining property.” The proximity of the building within the setbacks is an existing condition that is unique to the property. B9. “The conditions do not apply generally to other land or structures in the district in which the land is located.” The location and existence of the nonconforming accessory building is an existing condition unique to a small number of properties in the City, but could be applied to other lakeshore properties with lake yard accessory buildings and boathouses. B10. “The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant.” The Owners’ substantial property right is provided by the principal structure. The nonconforming building is allowed to be maintained and replaced in-kind. Expansion of an existing non-conforming building is not a right; however, the building will be expanded only to comply with floodplain minimum low-floor regulations. B11. “The granting of the proposed variance will not in any way impair health, safety, comfort or morals, or in any other respect be contrary to the intent of this chapter.” Granting the requested variances will not adversely impact health, safety, comfort, or morals. B12. “The granting of such variance will not merely serve as a convenience to the applicant, but is necessary to alleviate demonstrable difficulty.” The Applicant asserts that the variances are necessary to modestly increase functionality, and for safety and regulatory compliance, and will not merely serve as a convenience to the Owners. CONCLUSIONS, ORDER AND CONDITIONS: Based upon one or more of the above findings, the Orono City Council hereby grants the following variances to support reconstruction of a legally nonconforming accessory building: 265 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7588 5 • A variance from Section 78-1125 to allow reduction in the required elevation bench depth from 15 feet to 8.5 feet on the lake side of the building; and • Variances from Section 78-1279 to allow construction of a replacement accessory building elevated on fill, resulting in a minimal upward massing expansion of one (1) foot, equal to the amount of fill within 75 feet of the lake and lakeward of the average lakeshore setback; subject to the following conditions: C1. Council approval is based on the entire record, above Findings. C2. The approved project shall conform to the survey dated 05/29/2014 and revised 03/18/2025 and building plans submitted by the Applicant and annotated by City staff, attached to this Resolution as Exhibits A & B. C3. Any amendments to the plans that are not in conformity with City codes may require further Planning Commission and City Council review. C4. Authorities granted by this resolution run with the Property, not with the Owners, but are permissive only and must be exercised by obtaining a building permit for the new construction and commencing construction of said project. A building permit for the accessory building must be obtained within one year of the date of Council approval, or the variance will expire on that date (May 12, 2026). C5. Violation of or non-compliance with any of the terms and conditions of this resolution may result in the termination of any authority granted herein. ADOPTED by the Orono City Council on this 12th day of May, 2025. ATTEST: CITY OF ORONO: _______________________________ _______________________________ Christine Lusian, City Clerk Bob Tunheim, Mayor 266 XXXXXXXXXXXXXXXXXXXXXXXXXXXXTONKAW A R O A D (HENNEPI N C O. HI G H W A Y N O. 1 3 5)LAKE MINNETONKA(NORTH ARM)ADJAC E N T AVERA G E SE T B A C K (APPRO X. 8 5. 5') UPPER TERRA CESCREENEDPORCHGARAGE BOAT H O USE PROPOSE D H O USE STORM DRAINS (SEE L.A. PLANS)10 FT. SIDE SETBACKPROP.WELLFENCESPALANDSCAPE ROCKACACGEN LOWER TERRACE 14.620.78 11.0018.13 18.14 8.91 10.629.8316.8312.5024.2546.8335.50 36.69 15.25 6.087.129.00 16.8741.33 29.294312956879910101115151313131412ENTRYWALK3.674.7129.33 4.7125.950.082.694.39ROCKCONSTRUCTIONENTRANCEXAPPRO X. L O C A TI O N OF EXIS TI N G WE LL (TO BE REP L A CE D)1735.7CONC.WASHOUT(HENNEPIN C O . H I G H W A Y N O . 1 3 5 ) TONKAWA R O A DHGT TYPEDBH/TREE TAG#951 15 OAK952 21 MAPLE953 24 MAPLE954 7 MAPLE955 11 ASH 956 10 POPLAR957 20 MAPLE960 22 MAPLE962 19 MAPLE964 13 MAPLE965 13 MAPLE966 22 MAPLE967 12 MAPLE968 34 MAPLE971 36 OAK972 24 MAPLE TWIN974 34 MAPLE975 38 MAPLE977 14 SPRUCE 40 FT. TALL978 24 MAPLE979 18 MAPLE980 11 MAPLE981 30 BIRCHTRIPLE982 22 MAPLE983 24 OAK984 24 OAK985 12 OAK986 18 OAK987 20 OAK988 18 OAK989 16 MAPLE990 22 OAKMATCH LINEMATCH LINEEXISTING CONTOURS DENOTES TREELINE DENOTES CONIFEROUS TREE DENOTES DECIDUOUS TREEGABRIEL KELLERPETERSSEN/KELLER1610 WEST LAKE STREETMINNEAPOLIS, MN 55408PH:612.353.4920EMAIL: gabriel@pkarch.comWALLLEGAL DESCRIPTION:BENCHMARK:MnDOT GEODETIC STATION #11193. SURVEY DISK INMINNETONKA BEACH IN NE COR. OF CO RD. 15 BRIDGENO. 7194. DISK IS STAMPED BR 7194 1976.ELEVATION = 945.99 (NGVD29)PROJECT BENCHMARKS SHOWN IN GRAPHICSNORTH02040UNDERGROUND UTILITY NOTESSURVEY NOTES:THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATEDFROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.THE SURVEYOR MAKES NO GUARANTEE THAT THEUNDERGROUND UTILITIES SHOWN COMPROMISE ALL SUCHUTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.THE SURVEYOR FURTHER DOES NOT WARRANT THAT THEUNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATIONINDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARELOCATED AS ACCURATELY AS POSSIBLE FROM THEINFORMATION AVAILABLE. THIS SURVEY HAS NOT PHYSICALLYLOCATED THE UNDERGROUND UTILITIES. GOPHER STATE ONECALL LOCATE TICKET #141271608. SOME MAPS WERERECEIVED, WHILE OTHER UTILITIES DID NOT RESPOND TO THELOCATE REQUEST. ADDITIONAL UTILITIES OF WHICH WE AREUNAWARE MAY EXIST. AT THE TIME OF THIS SURVEY ONLY THEUNDERGROUND ELECTRIC AS SHOWN WAS FILED MARKED BYGOPHER STATE ONE. OTHER UTILITIES EXIST ON THIS THISTHAT WERE NOT MARKED UP.1. FIELDWORK COMPLETED MAY 20, 2014 and JULY 18, 2024.2. BEARINGS ARE BASED ON THE HENNEPIN COUNTYCOORDINATE SYSTEM3. EASEMENTS OF WHICH WE ARE UNAWARE MAY EXIST.SANITARY SEWER LINESTORM SEWER LINEWATER LINEHAND HOLESANITARY MANHOLECLEAN OUTHYDRANTWATER VALVESCONCRETEMONUMENT AS MARKEDDENOTES FOUNDTELEPHONE LINETELE/ELEC BOXELECTRIC METER/GAS METERCULVERT/F.E.S.ELECTRIC LINEGAS VALVESIGNCURBFENCEUTILITY POLELIGHT POLEDENOTES MONUMENT SETAND MARKED RLS 25718651-454-00021-800-252-1166TOLL FREE:TWIN CITY AREA:CALL BEFORE YOU DIG!Tract C, REGISTERED LAND SURVEY NO. 853, Hennepin County,Minnesota.(Legal description per Title Commitment by Minnetonka Title as agentsfor Chicago Title Commitment No. MT106437 dated July 6, 2010*No Schedule B2 Exceptions are listed on this commitment.)I hereby certify that this plan was preparedby me, or under my direct supervision, andthat I am a duly Licensed Land Surveyorunder the laws of the state of MINNESOTA.________________________________Daniel L. Thurmes Registration No: 25718Date:_____________05-27-14CERTIFICATION:PK14001SURVPK01PROPOSED IMPROVEMENTSURVEYCOUNTY:REVISIONS:PROJECT LOCATION:Suite #16750 Stillwater Blvd. N.Stillwater, MN 55082Phone 651.275.8969Fax 651.275.8976dan@cssurvey.net05-29-14 INITIAL ISSUECONTACT:DATE REVISIONPROJECT NO.FILE NAMEAREA TO OHW AS SHOWN: 89,449 SQ. FT ±. / 2.05 ACRES±AREA:LEGEND:DENOTES TREE TO BE REMOVEDXXPROPOSED IMPROVEMENT NOTES:DENOTES HENNEPIN CO. DISK FOUND80400NORTHTREE INVENTORY DATA:ZONING AND SETBACKS:PER THE CITY OF ORONO WEBSITE ZONING MAP, THIS SITE IS ZONED:LR-1B - ONE FAMILY LAKESHORE RESIDENTIAL (1ACRE) WITH ASHORELAND DISTRICT OVERLAY.SETBACK REQUIREMENTS:LOT AREA: 1 ACRELOT WIDTH: 140 FEETFRONT YARD: 35 FEETSIDE YARD: 10 FEETREAR YARD: 30 FEETSIDE YARD (STREET): 20 FEETOHW: 75 FEETWETLAND: 25 FEETDENOTES PROPOSED HARDCOVER KEY09-17-20 ADD OHW SETBACKS991 24 OAK992 10 ASH993 12 SPRUCE 30 FT. TALL994 25 ASH995 12 BOXELDER996 24 WILLOW997 90 WILLOW MULTI999 16 WILLOW1000 54 WILLOW1868 20 OAK1872 9 OAK1873 14 OAK1876 20 MAPLE1877 36 MAPLE TWIN1882 18 OAK1883 NOTE BASSWOODMULTI 24/18/181884 9 CEDAR1885 10 CEDAR1886 8 CEDAR1887 10 CEDAR1888 8 CEDAR1891 9 CEDAR1892 8 CEDAR1893 9 CEDAR1894 -1895 -1896 -1897 -1898 12 BASSWOOD1899 17 BASSWOOD1900 12 BASSWOODHGT TYPEDBH/TREE TAG#AVERAGED LAKESHORESETBACKS MAY APPLYGRADING LIMITS MAYAPPLYHARDCOVERLIMITATIONS APPLY07-19-24 2024 REVIEW/UPDATEEXISTING IMPERVIOUS DATA:< 75 FEET FROM OHW12. BOATHOUSE 402 SF15. WALK/PAVE TO BOATHOUSE 645 SF16. LIFT STATION 547 SF17. BOATHOUSE EDGERS 43 SFTOTAL IMPERVIOUS <75 1637 SFLOT AREA TO <75 46324 SF% IMPERVIOUS COVERAGE (TO OHW) 3.53%> 75 FEET FROM OHW1. HOUSE 4,862 SF2. SCREEN PORCH 540 SF3. AUTOCOURT 3,853 SF4. DRIVEWAY 3,205 SF5. SPA 58 SF6. SPA PAVING 14 SF7. AC 20 SF8. GENERATOR 15 SF9. UPPER TERRACE AND STEPS 1,550 SF10. LOWER TERRACE/WALK/STEPS 496 SF11. STEPS/WALK/PAVE TO BOATHSE 149 SF13. RETAINING WALLS 76 SF14. ENTRY WALK 208 SFTOTAL IMPERVIOUS AREA 15046 SFLOT AREA TO >75 43125 SF% IMPERVIOUS COVERAGE (TO OHW) 34.9%PROPOSED IMPERVIOUS DATA:PROPOSED ELEVATIONSFIRST FLOOR ELEV 955.0'BASEMENT FLOOR 943.2'GARAGE FLOOR 945.5'TOP FOUNDATION 954.7'/953.1'BOATHOUSE FLOOR 932.5'08-15-24 PROPOSED IMPROVEMENTSBUILDING DIMENSIONS AND ELEVATIONS PER PLANSBY PKA ARCHITECTURE 8/14/2024SITE PLAN AND GRADING, EROSION CONTROL ANDDRAINAGE PER PLANS BY TVLS 8/08/2024*CONTRACTORS TO VERIFY DIMENSIONS ANDELEVATIONS WITH FINAL CONSTRUCTIONDOCUMENTS PRIOR TO CONSTRUCTION. ANYDISCREPANCIES SHOULD BE CONVEYED TO OUROFFICE.10PROPOSED CONTOURPROP. SPOT ELEVATIONDIRECTION OF DRAINAGETOP/BOTTOM WALL ELEV.TOP AND BOTTOM STEPMATCH EXISTING ELEVSILTFENCE09-18-24 WETLAND BUFFER ADDED> 75 FEET FROM OHWA. HOUSE 3,938 SFB. DRIVEWAY 4,360 SFC. FRONT WALK 661 SFD. BACK PATIO 795 SFE. DECK 341 SFG. RETAINING WALLS OUTSIDE 75' 241 SFJ. WOOD STEPS 95 SFL. PILLARS 30 SFN. STEP/STEPPERS 88 SFO.REAR STOOP/STEPPERS 101 SFTOTAL IMPERVIOUS AREA 10650 SFLOT AREA > 75' 43125 SF% IMPERVIOUS COVERAGE (TO OHW) 24.7%< 75 FEET FROM OHWF. RETAINING WALLS WITHIN 75' 52 SFH. BOATHOUSE/CONCRETE 908 SFI. REAR CONCRETE STEPS/WALK 205 SFK. LIFT STATION 547 SFM. BOATHOUSE WALK/STOOP 80 SFTOTAL IMPERVIOUS <75 FEET 1792 SFLOT AREA TO OHW <75 46324 SF% IMPERVIOUS COVERAGE (TO OHW) 3.87%1611-18-24 REVS03-18-25 BOATHOUSE REVS21.82ft020000200000000XXXXXXXXXXXXXXXXXXXBoathouse267 STORAGEB100TILEGREAT ROOMB101TILEBATHB102PAVERSSCREEN PORCHB10317'-0 7/8"2'-7 1/4"2'-10 1/2"R.O.4'-8 5/8"2'-10 1/2"R.O.4'-0"23'-4"6'-11 3/4"6'-5"R.O.9'-11 1/4"2'-6 1/4"13'-0 1/2"R.O.1'-6 1/8"32'-7 7/8"14'-8"11"8'-6 1/2"XA-30015'-5 5/8"2'-10 3/8"9'-11 1/2"6'-1 1/2"XA-2002XA-2003XA-2001XA-2004XA-200580" X 32"6"DW30" REFAUTOMATED SCREENSIDE PULL SCREENAUTOMATEDSCREEN10 3/4"ZERO CLEARANCEENTRY SHOWERSHOWER NICHE1/4" PER FT1/4" PER FT1/4" PER FTSIDE PULL SCREENDURAVIT L-CUBEVANITY - 40"EXISTING ROOF LINE ABV[BLUE DASHES]EXISTING BOATHOUSEFOOTPRINT [ORANGEDASHES]XA-300213'-8 3/4"FURRED OUTPLUMBING WALL14'-8"11"10'-11"6"10'-11"6"23'-4"5 1/2"4 3/4"CORNER TO R.O.80" X 32"80" X 32"1 1/2"SCALE:1BOATHOUSE PLAN1/4"=1'-0"PLANTRUE2919 JAMES AVENUE SOUTH MINNEAPOLIS, MINNESOTA 55408612.353.4920 WWW.PKARCH.COMTHIS PAGE IS INTENDED TO PRINT IN COLOR ON18"x24" ARCH C SHEETS. IF THIS DRAWING ISPRINTED ON ANY OTHER SIZED SHEET OR INGREYSCALE, DRAWING SCALES MAY NOT BEACCURATELY REPRESENTED OR INFORMATIONMAY NOT BE PRESENTED AS INTENDEDREV #DESCRIPTIONVARIANCE DRAWINGS03/19/2025DATE1205TONKAWA RD.ORONO, MN 55391NOT FORCONSTRUCTION© 2025 PKA ARCHITECTUREFLOOR PLANXA-1003/19/2025 11:13:33 AM268 FLR-03PT-01PT-01EPDMSIDE PULL SCREENSSIDE PULL SCREENSEXISTING BOATHOUSEVOLUME PRIOR TOADJUSTMENT[ORANGE DASHES]LANDSCAPEDESIGN ANDGRADINGBY OTHERSEXISTING BOATHOUSEVOLUME AFTERADJUSTMENT[PURPLE DASHES]FLR-03PT-01BDFRM-01METAL DOORB.01B.02EPDM2'-8"6'-8"2'-8"6'-8"PT-01AUTOMATED SCREENSLANDSCAPEDESIGN ANDGRADINGBY OTHERSBDFRM-01FLR-03PT-01B.03EPDM12'-11"FRAME7'-4 1/2"FRAMEMETAL SHEETAT GRADE, TYPPT-01AUTOMATED SCREENSMTL-02EPDMB.056'-3 1/2"FRAME2'-1 1/4"FRAMEPT-01MTL-02B.04BDFRM-0113'-5 5/8"FRAME - POCKETINGFINISHED FLOOR100'-0" (933.5' ASL)FINISHED CELING107'-4 1/4"EXISTING GRADE931.6'± ASLT.O. ROOF108'-3 1/4"FINISHED FLOOR100'-0" (933.5' ASL)FINISHED CELING107'-4 1/4"EXISTING GRADE931.6'± ASLT.O. ROOF108'-3 1/4"FINISHED FLOOR100'-0" (933.5' ASL)FINISHED CELING107'-4 1/4"EXISTING GRADE931.6'± ASLT.O. ROOF108'-3 1/4"SCALE:1WEST ELEVATION 1/4"=1'-0"SCALE:2NORTH ELEVATION 1/4"=1'-0"SCALE:3EAST ELEVATION1/4"=1'-0"SCALE:4SOUTH ELEVATION 1/4"=1'-0"SCALE:5WEST ELEVATION - SCREEN PORCH1/4"=1'-0"2919 JAMES AVENUE SOUTH MINNEAPOLIS, MINNESOTA 55408612.353.4920 WWW.PKARCH.COMTHIS PAGE IS INTENDED TO PRINT IN COLOR ON18"x24" ARCH C SHEETS. IF THIS DRAWING ISPRINTED ON ANY OTHER SIZED SHEET OR INGREYSCALE, DRAWING SCALES MAY NOT BEACCURATELY REPRESENTED OR INFORMATIONMAY NOT BE PRESENTED AS INTENDEDREV #DESCRIPTIONVARIANCE DRAWINGS03/19/2025DATE1205TONKAWA RD.ORONO, MN 55391NOT FORCONSTRUCTION© 2025 PKA ARCHITECTUREELEVATIONSXA-2003/19/2025 11:14:50 AM269 NON-CONFORMING VOLUME PER MCWDADJUSTMENT [GRAY HATCH]CONFORMING VOLUME[PINK HATCH]LOWEST POINT OF EXIST. ROOFEXISTING BOATHOUSE VOLUMEAFTER ADJUSTMENT[PURPLE DASHES]EXISTING BOATHOUSE VOLUMEPRIOR TO ADJUSTMENT[ORANGE DASHES]1'-0"GRADING ADJUSTMENT PERMCWD LOWEST OPENINGNON-CONFORMING VOLUME PERMCWD ADJUSTMENT [GRAY HATCH]CONFORMING VOLUME[PINK HATCH]1'-0"GRADING ADJUSTMENT PERMCWD LOWEST OPENINGHIGHEST POINT OF EXIST.ROOFLOWEST POINT OF EXIST.ROOFEXISTING BOATHOUSE VOLUMEPRIOR TO MCWD ADJUSTMENT[ORANGE DASHES]EXISTING BOATHOUSE VOLUMEAFTER ADJUSTMENT[PURPLE DASHES]CONFORMING VOLUME[PINK HATCH]HIGHEST POINT OF EXIST.ROOFEXISTING BOATHOUSE VOLUMEAFTER ADJUSTMENT[PURPLE DASHES]EXISTING BOATHOUSE VOLUMEPRIOR TO ADJUSTMENT[ORANGE DASHES]1'-0"GRADING ADJUSTMENT PERMCWD LOWEST OPENINGNON-CONFORMING VOLUME PER MCWDADJUSTMENT [GRAY HATCH]CONFORMING VOLUME[PINK HATCH]LOWEST POINT OF EXIST. ROOFEXISTING BOATHOUSE VOLUMEAFTER ADJUSTMENT[PURPLE DASHES]EXISTING BOATHOUSE VOLUMEPRIOR TO ADJUSTMENT[ORANGE DASHES]1'-0"GRADING ADJUSTMENT PERMCWD LOWEST OPENINGSCALE:1WEST ELEVATION 1/4"=1'-0"SCALE:2NORTH ELEVATION 1/4"=1'-0"SCALE:3EAST ELEVATION1/4"=1'-0"SCALE:4SOUTH ELEVATION 1/4"=1'-0"2919 JAMES AVENUE SOUTH MINNEAPOLIS, MINNESOTA 55408612.353.4920 WWW.PKARCH.COMTHIS PAGE IS INTENDED TO PRINT IN COLOR ON18"x24" ARCH C SHEETS. IF THIS DRAWING ISPRINTED ON ANY OTHER SIZED SHEET OR INGREYSCALE, DRAWING SCALES MAY NOT BEACCURATELY REPRESENTED OR INFORMATIONMAY NOT BE PRESENTED AS INTENDEDREV #DESCRIPTIONVARIANCE DRAWINGS03/19/2025DATE1205TONKAWA RD.ORONO, MN 55391NOT FORCONSTRUCTION© 2025 PKA ARCHITECTUREDIAGRAMXA-200D3/19/2025 11:16:13 AM270 INTERIOR FLOOR ASSEMBLY - TYPx3/8" PORCELAIN TILExMORTAR SETTING BED (+/- 1/4")x1/2" SELF-LEVELING COMPOUNDx4" CONC. SLAB SEE STRUCT.x2" RIGID INSUL. (R-10)x10 MIL. POLY VAPOR BARRIER, OVERLAPPED & FULLY TAPED & SEALEDx4" COMPACTED GRANULAR BASE, (NO FINES)BATH / STORAGEFLAT ROOF ASSEMBLY OVER INTERIORx60 mil EPDM ROOFING MEMBRANEx1/2" HARDBOARD SLIP SHEETxXPS INSULATION, TAPERED FOR DRAINAGE (OUT)x3/4" SHEATHINGxROOF FRAMING PER STRUCTURALx1x STRAPPING ON UNDERSIDE OF JOISTSx7 1/2" SPF INSULATION BETWEEN JOISTSx1X6 T&G CEDAR - GRADE C OR BETTERTYPICAL DRAINAGE @ FOOTINGSxGEOTEXTILE WRAPPED AROUND RIVERROCKx3/4" Ø RIVER ROCK ENCASINGPERFORATED PIPExMORTAR CANT @ T.O. FOOTING SLOPINGAWAY FROM FNDTN WALLx4" DIAMETER PERFORATED PIPE, DRAINTO DAYLIGHT OR SUMPEXTERIOR WALL ASSEMBLYx1/2" 2STONE BOARDFORM VENEER PLANKx3/8" THIN SETxCEMENTITIOUS CRACK MEMBRANEx12" CEMENT BACKER BOARDx1x FURRINGxWRBx1/2" PLYWOOD SHEATHINGx2x6 STUDS @ 16" O.C.xMIN. 3 1/2" SPF INSULATION IN STUDCAVITY (ACTS AS VAPOR BARRIER)x5/8" GYP BDxFINISHED FLOOR100'-0" (933.5'ASL)T.O. ROOF DECK108'-3 1/4"FINISHED CEILING HT107'-4 1/4"T.O. FNDN99'-10 1/2"OHW PER SURVEY(929.7'ASL)TRT'D SILL PLATET.O FDTN FTG96'- 1 1/8" (928.6'ASL)FINISHED FLOOR100'-0" (933.5'ASL)T.O. ROOF DECK108'-3 1/4"FINISHED CEILING HT107'-4 1/4"FLAT ROOF ASSEMBLY OVER EXTERIORx60 mil EPDM ROOFING MEMBRANEx1/2" HARDBOARD SLIP SHEETxXPS INSULATION, TAPERED FOR DRAINAGE (OUT)x3/4" SHEATHINGxROOF FRAMING PER STRUCTURALx(1) LAYER COMMERCIAL TYVEK STAPLED TOUNDERSIDE OF JOISTS PRIOR TO SHEATHINGINSTALLATIONx1 X 6 T&G CEDAR - GRADE C OR BETTEREXTERIOR WALL ASSEMBLYx1/2" 2STONE BOARDFORM VENEER PLANKx3/8" THIN SETxCEMENTITIOUS CRACK MEMBRANEx12" CEMENT BACKER BOARDx1x FURRINGxWRBx1/2" PLYWOOD SHEATHINGx2x6 STUDS @ 16" O.C.xMIN. 3 1/2" SPF INSULATION IN STUD CAVITY(ACTS AS VAPOR BARRIER)x5/8" GYP BDSCREEN PORCHGREAT ROOMEXTERIOR FLOOR ASSEMBLY - TYPxPORCELAIN PAVERxMORTAR SETTING BED (+/- 1/4")x1/2" SELF-LEVELING COMPOUNDx4" CONC SLABINTERIOR FLOOR ASSEMBLY - TYPx3/8" PORCELAIN TILExMORTAR SETTING BED (+/- 1/4")x1/2" SELF-LEVELING COMPOUNDx4" CONC. SLAB SEE STRUCT.x2" RIGID INSUL. (R-10)x10 MIL. POLY VAPOR BARRIER, OVERLAPPED & FULLY TAPED & SEALEDx4" COMPACTED GRANULAR BASE, (NO FINES)T.O. FNDN99'-10 1/2"OHW PER SURVEY(929.7'ASL)FOUNDATION WALL - TYPxFOUNDATION DIMPLE BOARD TO 2" BELOW GRADExCAST IN PLACE CONCRETE WALL - SEE FDTN PLANx2" (R-10) RIGID INSUALTIONCENTOR S4 SIDEPULL SCREENHEADSTEEL BEAMAND BLOCKINGPERSTRUCTURALTRT'D SILL PLATET.O FDTN FTG96'-0"CENTOR S4 SIDEPULL SCREENSILL - INSTALLPER MANUF.BREAK METAL AT GRADESCALE:1E-W SECTION1/2"=1'-0"SCALE:2N-S SECTION1/2"=1'-0"2919 JAMES AVENUE SOUTH MINNEAPOLIS, MINNESOTA 55408612.353.4920 WWW.PKARCH.COMTHIS PAGE IS INTENDED TO PRINT IN COLOR ON18"x24" ARCH C SHEETS. IF THIS DRAWING ISPRINTED ON ANY OTHER SIZED SHEET OR INGREYSCALE, DRAWING SCALES MAY NOT BEACCURATELY REPRESENTED OR INFORMATIONMAY NOT BE PRESENTED AS INTENDEDREV #DESCRIPTIONVARIANCE DRAWINGS03/19/2025DATE1205TONKAWA RD.ORONO, MN 55391NOT FORCONSTRUCTION© 2025 PKA ARCHITECTURESECTIONSXA-3003/19/2025 11:17:08 AM271 28'-1"15'-5"3'-10"4'-0"16'-2 1/2"±(VARIES)23'-10"±4'-0 1/2"±16'-10"2'-6"8"ENCLOSED STORAGE COVERED PORCH33'-0 1/2"SCALE:1EXISTING BOATHOUSE PLAN1/4"=1'-0"PLANTRUE2919 JAMES AVENUE SOUTH MINNEAPOLIS, MINNESOTA 55408612.353.4920 WWW.PKARCH.COMTHIS PAGE IS INTENDED TO PRINT IN COLOR ON18"x24" ARCH C SHEETS. IF THIS DRAWING ISPRINTED ON ANY OTHER SIZED SHEET OR INGREYSCALE, DRAWING SCALES MAY NOT BEACCURATELY REPRESENTED OR INFORMATIONMAY NOT BE PRESENTED AS INTENDEDREV #DESCRIPTIONVARIANCE DRAWINGS03/19/2025DATE1205TONKAWA RD.ORONO, MN 55391NOT FORCONSTRUCTION© 2025 PKA ARCHITECTUREEXIST. PLANAB-1013/19/2025 11:18:12 AM272 9'-2"10'-7"1'-5"16'-10"16'-2 1/2"±9'-10 1/2" TO MIDPOINTOF SLOPESCALE:1WEST ELEVATION 1/4"=1'-0"SCALE:2NORTH ELEVATION 1/4"=1'-0"SCALE:3EAST ELEVATION1/4"=1'-0"SCALE:4SOUTH ELEVATION 1/4"=1'-0"2919 JAMES AVENUE SOUTH MINNEAPOLIS, MINNESOTA 55408612.353.4920 WWW.PKARCH.COMTHIS PAGE IS INTENDED TO PRINT IN COLOR ON18"x24" ARCH C SHEETS. IF THIS DRAWING ISPRINTED ON ANY OTHER SIZED SHEET OR INGREYSCALE, DRAWING SCALES MAY NOT BEACCURATELY REPRESENTED OR INFORMATIONMAY NOT BE PRESENTED AS INTENDEDREV #DESCRIPTIONVARIANCE DRAWINGS03/19/2025DATE1205TONKAWA RD.ORONO, MN 55391NOT FORCONSTRUCTION© 2025 PKA ARCHITECTUREEXIST. ELEVATIONSAB-2003/19/2025 11:19:26 AM273 XXXXXXXXXXXXXXXXXXXXXXXXXXXXTONKAWA ROAD(HENNEPIN CO. HIGHWAY NO. 135)LAKE MINNETONKA(NORTH ARM)X75 FT OHWSETBACKADJACENTAVERAGE SETBACK(APPROX. 85.5')UPPERTERRACESCREENEDPORCH10%2.0%2.0%954.67TOS954.50954.00TOW953.00 BOW942.97TOS943.17954.67 954.50 943.17943.17933.08M.E.933.18M.E.953.50 954.50954.92 954.92 954.33953.58954.50954.40943.17942.97AUTOCOURTDRIVEWAY943.17949.50949.50954.92 954.92 953.50 954.83 2.0%GARAGE954.92954.67TOS942.83942.99BOS952.67 2 : 1BOATHOUSE 954.50 954.50 954.50 937938939940941942943944945946948949953954951947948949950951952953954W943944945946PROPOSED HOUSE954STORM DRAINS (SEE L.A. PLANS)STORM DRAINS (SEE L.A. PLANS)STORM DRAINS (SEE L.A. PLANS)10 FT. SIDE SETBACK35 FT. FRONT SETBACKPROP.WELLFENCE952950951FIRST FLOOR = 955.00GARAGE FLOOR = 954.50BASEMENT FLR= 943.25954.92 954.92 SPALANDSCAPE ROCKACACGEN942.57BOS950.00 BOWWALL10%10%954.71TOS942.75WALLLOWERTERRACE FLOOR= 933.514.620.7811.000.783.6718.1318.148.9110.629.8316.8312.5024.2535.4246.8335.5036.6924.4214.046.0815.256.0843.897.129.0016.8741.3329.294312956879910101115151313131412954.82TOS954.33BOSENTRYWALK3.674.71 29.334.7125.950.082.694794.3932.83BOS9 FLOOR= 954.5ROCKCONSTRUCTIONENTRANCE5.7%XAPPROX. LOCATIONOF EXISTING WELL(TO BE REPLACED)9 3 4 93593693493393293193093093193293393393217933.34933.08933.17933.17933.08933.34933.42933.42933.0835.7 STORM DRAINS (SEE L.A. PLANS)CONC.WASHOUT(HENNEPIN CO. HIGHWAY NO. 135)TONKAWA ROAD930HGTTYPEDBH/TREE TAG#95115OAK95221MAPLE95324MAPLE9547MAPLE95511ASH 95610POPLAR95720MAPLE96022MAPLE96219MAPLE96413MAPLE96513MAPLE96622MAPLE96712MAPLE96834MAPLE97136OAK97224MAPLETWIN97434MAPLE97538MAPLE97714SPRUCE40 FT. TALL97824MAPLE97918MAPLE98011MAPLE98130BIRCHTRIPLE98222MAPLE98324OAK98424OAK98512OAK98618OAK98720OAK98818OAK98916MAPLE99022OAKMATCH LINEMATCH LINEEXISTING CONTOURS DENOTES TREELINE DENOTES CONIFEROUS TREE DENOTES DECIDUOUS TREEPID#0811723130018GABRIEL KELLERPETERSSEN/KELLER1610 WEST LAKE STREETMINNEAPOLIS, MN 55408PH:612.353.4920EMAIL: gabriel@pkarch.comWALLLEGAL DESCRIPTION:BENCHMARK:MnDOT GEODETIC STATION #11193. SURVEY DISK INMINNETONKA BEACH IN NE COR. OF CO RD. 15 BRIDGENO. 7194. DISK IS STAMPED BR 7194 1976.ELEVATION = 945.99 (NGVD29)PROJECT BENCHMARKS SHOWN IN GRAPHICSNORTH02040UNDERGROUND UTILITY NOTESSURVEY NOTES:THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATEDFROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.THE SURVEYOR MAKES NO GUARANTEE THAT THEUNDERGROUND UTILITIES SHOWN COMPROMISE ALL SUCHUTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.THE SURVEYOR FURTHER DOES NOT WARRANT THAT THEUNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATIONINDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARELOCATED AS ACCURATELY AS POSSIBLE FROM THEINFORMATION AVAILABLE. THIS SURVEY HAS NOT PHYSICALLYLOCATED THE UNDERGROUND UTILITIES. GOPHER STATE ONECALL LOCATE TICKET #141271608. SOME MAPS WERERECEIVED, WHILE OTHER UTILITIES DID NOT RESPOND TO THELOCATE REQUEST. ADDITIONAL UTILITIES OF WHICH WE AREUNAWARE MAY EXIST. AT THE TIME OF THIS SURVEY ONLY THEUNDERGROUND ELECTRIC AS SHOWN WAS FILED MARKED BYGOPHER STATE ONE. OTHER UTILITIES EXIST ON THIS THISTHAT WERE NOT MARKED UP.1. FIELDWORK COMPLETED MAY 20, 2014 and JULY 18, 2024.2. BEARINGS ARE BASED ON THE HENNEPIN COUNTYCOORDINATE SYSTEM3. EASEMENTS OF WHICH WE ARE UNAWARE MAY EXIST.SANITARY SEWER LINESTORM SEWER LINEWATER LINEHAND HOLESANITARY MANHOLECLEAN OUTHYDRANTWATER VALVESCONCRETEMONUMENT AS MARKEDDENOTES FOUNDTELEPHONE LINETELE/ELEC BOXELECTRIC METER/GAS METERCULVERT/F.E.S.ELECTRIC LINEGAS VALVESIGNCURBFENCEUTILITY POLELIGHT POLEDENOTES MONUMENT SETAND MARKED RLS 25718651-454-00021-800-252-1166TOLL FREE:TWIN CITY AREA:CALL BEFORE YOU DIG!Tract C, REGISTERED LAND SURVEY NO. 853, Hennepin County,Minnesota.(Legal description per Title Commitment by Minnetonka Title as agentsfor Chicago Title Commitment No. MT106437 dated July 6, 2010*No Schedule B2 Exceptions are listed on this commitment.)RESIDENCEI hereby certify that this plan was preparedby me, or under my direct supervision, andthat I am a duly Licensed Land Surveyorunder the laws of the state of MINNESOTA.________________________________Daniel L. Thurmes Registration No: 25718Date:_____________05-27-14CERTIFICATION:TONKAWA ROADCOUNTYPK14001SURVPK01PROPOSED IMPROVEMENTSURVEYHENNEPINCOUNTY:REVISIONS:PROJECT LOCATION:LAND SURVEYING, INCCORNERSTONESuite #16750 Stillwater Blvd. N.Stillwater, MN 55082Phone 651.275.8969Fax 651.275.8976dan@cssurvey.net05-29-14INITIAL ISSUECONTACT:DATEREVISIONPROJECT NO.FILE NAME12051205 TONKAWA RD.AREA TO OHW AS SHOWN: 89,449 SQ. FT ±. / 2.05 ACRES±AREA:LEGEND:DENOTES TREE TO BE REMOVEDXXPROPOSED IMPROVEMENT NOTES:DENOTES HENNEPIN CO. DISK FOUND80400NORTHTREE INVENTORY DATA:ZONING AND SETBACKS:PER THE CITY OF ORONO WEBSITE ZONING MAP, THIS SITE IS ZONED:LR-1B - ONE FAMILY LAKESHORE RESIDENTIAL (1ACRE) WITH ASHORELAND DISTRICT OVERLAY.SETBACK REQUIREMENTS:LOT AREA: 1 ACRELOT WIDTH:140 FEETFRONT YARD: 35 FEETSIDE YARD: 10 FEETREAR YARD: 30 FEETSIDE YARD (STREET): 20 FEETOHW: 75 FEETWETLAND: 25 FEETDENOTES PROPOSED HARDCOVER KEY09-17-20ADD OHW SETBACKS99124OAK99210ASH99312SPRUCE30 FT. TALL99425ASH99512BOXELDER99624WILLOW99790WILLOWMULTI99916WILLOW100054WILLOW186820OAK18729OAK187314OAK187620MAPLE187736MAPLETWIN188218OAK1883NOTE BASSWOODMULTI 24/18/1818849CEDAR188510CEDAR18868CEDAR188710CEDAR18888CEDAR18919CEDAR18928CEDAR18939CEDAR1894-1895-1896-1897-189812BASSWOOD189917BASSWOOD190012BASSWOODHGTTYPEDBH/TREE TAG#AVERAGED LAKESHORESETBACKS MAY APPLYGRADING LIMITS MAYAPPLYHARDCOVERLIMITATIONS APPLY07-19-242024 REVIEW/UPDATEEXISTING IMPERVIOUS DATA:< 75 FEET FROM OHW12. BOATHOUSE 402 SF15. WALK/PAVE TO BOATHOUSE 645 SF16. LIFT STATION 547 SF17. BOATHOUSE EDGERS 43 SFTOTAL IMPERVIOUS <75 1637 SFLOT AREA TO <75 46324 SF% IMPERVIOUS COVERAGE (TO OHW) 3.53%> 75 FEET FROM OHW1. HOUSE 4,862 SF2. SCREEN PORCH 540 SF3. AUTOCOURT 3,853 SF4. DRIVEWAY 3,205 SF5. SPA 58 SF6. SPA PAVING 14 SF7. AC 20 SF8. GENERATOR 15 SF9. UPPER TERRACE AND STEPS 1,550 SF10. LOWER TERRACE/WALK/STEPS 496 SF11. STEPS/WALK/PAVE TO BOATHSE 149 SF13. RETAINING WALLS 76 SF14. ENTRY WALK 208 SFTOTAL IMPERVIOUS AREA 15046 SFLOT AREA TO >75 43125 SF% IMPERVIOUS COVERAGE (TO OHW) 34.9%PROPOSED IMPERVIOUS DATA:PROPOSED ELEVATIONSFIRST FLOOR ELEV955.0'BASEMENT FLOOR943.2'GARAGE FLOOR945.5'TOP FOUNDATION954.7'/953.1'BOATHOUSE FLOOR932.5'08-15-24PROPOSED IMPROVEMENTSBUILDING DIMENSIONS AND ELEVATIONS PER PLANSBY PKA ARCHITECTURE 8/14/2024SITE PLAN AND GRADING, EROSION CONTROL ANDDRAINAGE PER PLANS BY TVLS 8/08/2024*CONTRACTORS TO VERIFY DIMENSIONS ANDELEVATIONS WITH FINAL CONSTRUCTIONDOCUMENTS PRIOR TO CONSTRUCTION. ANYDISCREPANCIES SHOULD BE CONVEYED TO OUROFFICE.10PROPOSED CONTOURPROP. SPOT ELEVATIONDIRECTION OF DRAINAGETOP/BOTTOM WALL ELEV.TOP AND BOTTOM STEPMATCH EXISTING ELEVSILTFENCE911918.50TOW912.00BOW918.007.6%918.50TOS912.00BOSM.E.09-18-24WETLAND BUFFER ADDED> 75 FEET FROM OHWA. HOUSE 3,938 SFB. DRIVEWAY 4,360 SFC. FRONT WALK 661 SFD. BACK PATIO 795 SFE. DECK 341 SFG. RETAINING WALLS OUTSIDE 75' 241 SFJ. WOOD STEPS 95 SFL. PILLARS 30 SFN. STEP/STEPPERS 88 SFO.REAR STOOP/STEPPERS 101 SFTOTAL IMPERVIOUS AREA 10650 SFLOT AREA > 75' 43125 SF% IMPERVIOUS COVERAGE (TO OHW) 24.7%< 75 FEET FROM OHWF. RETAINING WALLS WITHIN 75' 52 SFH. BOATHOUSE/CONCRETE 908 SFI. REAR CONCRETE STEPS/WALK 205 SFK. LIFT STATION 547 SFM. BOATHOUSE WALK/STOOP 80 SFTOTAL IMPERVIOUS <75 FEET 1792 SFLOT AREA TO OHW <7546324 SF% IMPERVIOUS COVERAGE (TO OHW) 3.87%1611-18-24REVS03-18-25BOATHOUSE REVS274 STORAGEB100TILEGREAT ROOMB101TILEBATHB102PAVERSSCREEN PORCHB10317'-0 7/8"2'-7 1/4"2'-10 1/2"R.O.4'-8 5/8"2'-10 1/2"R.O.4'-0"23'-4" 6'-11 3/4"6'-5" R.O. 9'-11 1/4"2'-6 1/4"13'-0 1/2"R.O.1'-6 1/8"32'-7 7/8"14'-8"11"8'-6 1/2"XA-30015'-5 5/8"2'-10 3/8"9'-11 1/2"6'-1 1/2"XA-2002XA-2003XA-2001XA-2004XA-200580" X 32" 6"DW30" REFAUTOMATED SCREENSIDE PULL SCREENAUTOMATEDSCREEN10 3/4"ZERO CLEARANCEENTRY SHOWERSHOWER NICHE1/4" PER FT1/4" PER FT 1/4" PER FTSIDE PULL SCREENDURAVIT L-CUBEVANITY - 40"EXISTING ROOF LINE ABV[BLUE DASHES]EXISTING BOATHOUSEFOOTPRINT [ORANGEDASHES]XA-300213'-8 3/4"FURRED OUTPLUMBING WALL14'-8"11"10'-11"6"10'-11"6"23'-4" 5 1/2" 4 3/4" CORNER TO R.O. 80" X 32" 80" X 32"1 1/2"SCALE:1BOATHOUSE PLAN1/4"=1'-0"PLANTRUE2919 JAMES AVENUE SOUTH MINNEAPOLIS, MINNESOTA 55408612.353.4920 WWW.PKARCH.COMTHIS PAGE IS INTENDED TO PRINT IN COLOR ON18"x24" ARCH C SHEETS. IF THIS DRAWING ISPRINTED ON ANY OTHER SIZED SHEET OR INGREYSCALE, DRAWING SCALES MAY NOT BEACCURATELY REPRESENTED OR INFORMATIONMAY NOT BE PRESENTED AS INTENDEDREV #DESCRIPTIONVARIANCE DRAWINGS03/19/2025DATE1205TONKAWA RD.ORONO, MN 55391NOT FORCONSTRUCTION© 2025 PKA ARCHITECTUREFLOOR PLANXA-1003/19/2025 11ʌ13ʌ33 AM 275 FLR-03PT-01PT-01EPDMSIDE PULL SCREENSSIDE PULL SCREENSEXISTING BOATHOUSEVOLUME PRIOR TOADJUSTMENT[ORANGE DASHES]LANDSCAPEDESIGN ANDGRADINGBY OTHERSEXISTING BOATHOUSEVOLUME AFTERADJUSTMENT[PURPLE DASHES]FLR-03PT-01BDFRM-01METAL DOORB.01B.02EPDM2'-8"6'-8"2'-8"6'-8"PT-01AUTOMATED SCREENSLANDSCAPEDESIGN ANDGRADINGBY OTHERSBDFRM-01FLR-03PT-01B.03EPDM12'-11"FRAME7'-4 1/2" FRAME METAL SHEETAT GRADE, TYPPT-01AUTOMATED SCREENSMTL-02EPDMB.056'-3 1/2"FRAME2'-1 1/4" FRAME PT-01MTL-02B.04BDFRM-0113'-5 5/8"FRAME - POCKETINGFINISHED FLOOR100'-0" (933.5' ASL)FINISHED CELING107'-4 1/4"EXISTING GRADE931.6'± ASLT.O. ROOF108'-3 1/4"FINISHED FLOOR100'-0" (933.5' ASL)FINISHED CELING107'-4 1/4"EXISTING GRADE931.6'± ASLT.O. ROOF108'-3 1/4"FINISHED FLOOR100'-0" (933.5' ASL)FINISHED CELING107'-4 1/4"EXISTING GRADE931.6'± ASLT.O. ROOF108'-3 1/4"SCALE:1WEST ELEVATION 1/4"=1'-0"SCALE:2NORTH ELEVATION 1/4"=1'-0"SCALE:3EAST ELEVATION1/4"=1'-0"SCALE:4SOUTH ELEVATION 1/4"=1'-0"SCALE:5WEST ELEVATION - SCREEN PORCH1/4"=1'-0"2919 JAMES AVENUE SOUTH MINNEAPOLIS, MINNESOTA 55408612.353.4920 WWW.PKARCH.COMTHIS PAGE IS INTENDED TO PRINT IN COLOR ON18"x24" ARCH C SHEETS. IF THIS DRAWING ISPRINTED ON ANY OTHER SIZED SHEET OR INGREYSCALE, DRAWING SCALES MAY NOT BEACCURATELY REPRESENTED OR INFORMATIONMAY NOT BE PRESENTED AS INTENDEDREV #DESCRIPTIONVARIANCE DRAWINGS03/19/2025DATE1205TONKAWA RD.ORONO, MN 55391NOT FORCONSTRUCTION© 2025 PKA ARCHITECTUREELEVATIONSXA-2003/19/2025 11ʌ14ʌ50 AM 276 NON-CONFORMING VOLUME PER MCWDADJUSTMENT [GRAY HATCH]CONFORMING VOLUME[PINK HATCH]LOWEST POINT OF EXIST. ROOFEXISTING BOATHOUSE VOLUMEAFTER ADJUSTMENT[PURPLE DASHES]EXISTING BOATHOUSE VOLUMEPRIOR TO ADJUSTMENT[ORANGE DASHES]1'-0" GRADING ADJUSTMENT PER MCWD LOWEST OPENING NON-CONFORMING VOLUME PERMCWD ADJUSTMENT [GRAY HATCH]CONFORMING VOLUME[PINK HATCH]1'-0" GRADING ADJUSTMENT PER MCWD LOWEST OPENING HIGHEST POINT OF EXIST.ROOFLOWEST POINT OF EXIST.ROOFEXISTING BOATHOUSE VOLUMEPRIOR TO MCWD ADJUSTMENT[ORANGE DASHES]EXISTING BOATHOUSE VOLUMEAFTER ADJUSTMENT[PURPLE DASHES]CONFORMING VOLUME[PINK HATCH]HIGHEST POINT OF EXIST.ROOFEXISTING BOATHOUSE VOLUMEAFTER ADJUSTMENT[PURPLE DASHES]EXISTING BOATHOUSE VOLUMEPRIOR TO ADJUSTMENT[ORANGE DASHES]1'-0" GRADING ADJUSTMENT PER MCWD LOWEST OPENING NON-CONFORMING VOLUME PER MCWDADJUSTMENT [GRAY HATCH]CONFORMING VOLUME[PINK HATCH]LOWEST POINT OF EXIST. ROOFEXISTING BOATHOUSE VOLUMEAFTER ADJUSTMENT[PURPLE DASHES]EXISTING BOATHOUSE VOLUMEPRIOR TO ADJUSTMENT[ORANGE DASHES]1'-0" GRADING ADJUSTMENT PER MCWD LOWEST OPENING SCALE:1WEST ELEVATION 1/4"=1'-0"SCALE:2NORTH ELEVATION 1/4"=1'-0"SCALE:3EAST ELEVATION1/4"=1'-0"SCALE:4SOUTH ELEVATION 1/4"=1'-0"2919 JAMES AVENUE SOUTH MINNEAPOLIS, MINNESOTA 55408612.353.4920 WWW.PKARCH.COMTHIS PAGE IS INTENDED TO PRINT IN COLOR ON18"x24" ARCH C SHEETS. IF THIS DRAWING ISPRINTED ON ANY OTHER SIZED SHEET OR INGREYSCALE, DRAWING SCALES MAY NOT BEACCURATELY REPRESENTED OR INFORMATIONMAY NOT BE PRESENTED AS INTENDEDREV #DESCRIPTIONVARIANCE DRAWINGS03/19/2025DATE1205TONKAWA RD.ORONO, MN 55391NOT FORCONSTRUCTION© 2025 PKA ARCHITECTUREDIAGRAMXA-200D3/19/2025 11ʌ1ɼʌ13 AM 277 INTERIOR FLOOR ASSEMBLY - TYP·3/8" PORCELAIN TILE·MORTAR SETTING BED (+/- 1/4")·1/2" SELF-LEVELING COMPOUND·4" CONC. SLAB SEE STRUCT.·2" RIGID INSUL. (R-10)·10 MIL. POLY VAPOR BARRIER, OVERLAPPED & FULLY TAPED & SEALED·4" COMPACTED GRANULAR BASE, (NO FINES)BATH / STORAGEFLAT ROOF ASSEMBLY OVER INTERIOR·60 mil EPDM ROOFING MEMBRANE·1/2" HARDBOARD SLIP SHEET·XPS INSULATION, TAPERED FOR DRAINAGE (OUT)·3/4" SHEATHING·ROOF FRAMING PER STRUCTURAL·1x STRAPPING ON UNDERSIDE OF JOISTS·7 1/2" SPF INSULATION BETWEEN JOISTS·1X6 T&G CEDAR - GRADE C OR BETTERTYPICAL DRAINAGE @ FOOTINGS·GEOTEXTILE WRAPPED AROUND RIVERROCK·3/4" Ø RIVER ROCK ENCASINGPERFORATED PIPE·MORTAR CANT @ T.O. FOOTING SLOPINGAWAY FROM FNDTN WALL·4" DIAMETER PERFORATED PIPE, DRAINTO DAYLIGHT OR SUMPEXTERIOR WALL ASSEMBLY·1/2" 2STONE BOARDFORM VENEER PLANK·3/8" THIN SET·CEMENTITIOUS CRACK MEMBRANE·12" CEMENT BACKER BOARD·1x FURRING·WRB·1/2" PLYWOOD SHEATHING·2x6 STUDS @ 16" O.C.·MIN. 3 1/2" SPF INSULATION IN STUDCAVITY (ACTS AS VAPOR BARRIER)·5/8" GYP BD·FINISHED FLOOR100'-0" (933.5'ASL)T.O. ROOF DECK108'-3 1/4"FINISHED CEILING HT107'-4 1/4"T.O. FNDN99'-10 1/2"OHW PER SURVEY(929.7'ASL)TRT'D SILL PLATET.O FDTN FTG96'- 1 1/8" (928.6'ASL)FINISHED FLOOR100'-0" (933.5'ASL)T.O. ROOF DECK108'-3 1/4"FINISHED CEILING HT107'-4 1/4"FLAT ROOF ASSEMBLY OVER EXTERIOR·60 mil EPDM ROOFING MEMBRANE·1/2" HARDBOARD SLIP SHEET·XPS INSULATION, TAPERED FOR DRAINAGE (OUT)·3/4" SHEATHING·ROOF FRAMING PER STRUCTURAL·(1) LAYER COMMERCIAL TYVEK STAPLED TOUNDERSIDE OF JOISTS PRIOR TO SHEATHINGINSTALLATION·1 X 6 T&G CEDAR - GRADE C OR BETTEREXTERIOR WALL ASSEMBLY·1/2" 2STONE BOARDFORM VENEER PLANK·3/8" THIN SET·CEMENTITIOUS CRACK MEMBRANE·12" CEMENT BACKER BOARD·1x FURRING·WRB·1/2" PLYWOOD SHEATHING·2x6 STUDS @ 16" O.C.·MIN. 3 1/2" SPF INSULATION IN STUD CAVITY(ACTS AS VAPOR BARRIER)·5/8" GYP BDSCREEN PORCHGREAT ROOMEXTERIOR FLOOR ASSEMBLY - TYP·PORCELAIN PAVER·MORTAR SETTING BED (+/- 1/4")·1/2" SELF-LEVELING COMPOUND·4" CONC SLABINTERIOR FLOOR ASSEMBLY - TYP·3/8" PORCELAIN TILE·MORTAR SETTING BED (+/- 1/4")·1/2" SELF-LEVELING COMPOUND·4" CONC. SLAB SEE STRUCT.·2" RIGID INSUL. (R-10)·10 MIL. POLY VAPOR BARRIER, OVERLAPPED & FULLY TAPED & SEALED·4" COMPACTED GRANULAR BASE, (NO FINES)T.O. FNDN99'-10 1/2"OHW PER SURVEY(929.7'ASL)FOUNDATION WALL - TYP·FOUNDATION DIMPLE BOARD TO 2" BELOW GRADE·CAST IN PLACE CONCRETE WALL - SEE FDTN PLAN·2" (R-10) RIGID INSUALTIONCENTOR S4 SIDEPULL SCREENHEADSTEEL BEAMAND BLOCKINGPERSTRUCTURALTRT'D SILL PLATET.O FDTN FTG96'-0"CENTOR S4 SIDEPULL SCREENSILL - INSTALLPER MANUF.BREAK METAL AT GRADESCALE:1E-W SECTION1/2"=1'-0"SCALE:2N-S SECTION1/2"=1'-0"2919 JAMES AVENUE SOUTH MINNEAPOLIS, MINNESOTA 55408612.353.4920 WWW.PKARCH.COMTHIS PAGE IS INTENDED TO PRINT IN COLOR ON18"x24" ARCH C SHEETS. IF THIS DRAWING ISPRINTED ON ANY OTHER SIZED SHEET OR INGREYSCALE, DRAWING SCALES MAY NOT BEACCURATELY REPRESENTED OR INFORMATIONMAY NOT BE PRESENTED AS INTENDEDREV #DESCRIPTIONVARIANCE DRAWINGS03/19/2025DATE1205TONKAWA RD.ORONO, MN 55391NOT FORCONSTRUCTION© 2025 PKA ARCHITECTURESECTIONSXA-3003/19/2025 11ʌ1ɽʌ08 AM 278 28'-1"15'-5"3'-10"4'-0"16'-2 1/2"±(VARIES)23'-10"±4'-0 1/2"±16'-10"2'-6"8"ENCLOSED STORAGECOVERED PORCH33'-0 1/2"SCALE:1EXISTING BOATHOUSE PLAN1/4"=1'-0"PLANTRUE2919 JAMES AVENUE SOUTH MINNEAPOLIS, MINNESOTA 55408612.353.4920 WWW.PKARCH.COMTHIS PAGE IS INTENDED TO PRINT IN COLOR ON18"x24" ARCH C SHEETS. IF THIS DRAWING ISPRINTED ON ANY OTHER SIZED SHEET OR INGREYSCALE, DRAWING SCALES MAY NOT BEACCURATELY REPRESENTED OR INFORMATIONMAY NOT BE PRESENTED AS INTENDEDREV #DESCRIPTIONVARIANCE DRAWINGS03/19/2025DATE1205TONKAWA RD.ORONO, MN 55391NOT FORCONSTRUCTION© 2025 PKA ARCHITECTUREEXIST. PLANAB-1013/19/2025 11ʌ18ʌ12 AM 279 9'-2" 10'-7" 1'-5"16'-10"16'-2 1/2"±9'-10 1/2" TO MIDPOINT OF SLOPESCALE:1WEST ELEVATION 1/4"=1'-0"SCALE:2NORTH ELEVATION 1/4"=1'-0"SCALE:3EAST ELEVATION1/4"=1'-0"SCALE:4SOUTH ELEVATION 1/4"=1'-0"2919 JAMES AVENUE SOUTH MINNEAPOLIS, MINNESOTA 55408612.353.4920 WWW.PKARCH.COMTHIS PAGE IS INTENDED TO PRINT IN COLOR ON18"x24" ARCH C SHEETS. IF THIS DRAWING ISPRINTED ON ANY OTHER SIZED SHEET OR INGREYSCALE, DRAWING SCALES MAY NOT BEACCURATELY REPRESENTED OR INFORMATIONMAY NOT BE PRESENTED AS INTENDEDREV #DESCRIPTIONVARIANCE DRAWINGS03/19/2025DATE1205TONKAWA RD.ORONO, MN 55391NOT FORCONSTRUCTION© 2025 PKA ARCHITECTUREEXIST. ELEVATIONSAB-2003/19/2025 11ʌ19ʌ2ɼ AM 280 1200 Warner Road St. Paul, MN 55106 April 17, 2025 City of Orono 2750 Kelley Parkway Orono, MN 55356 Re: Edwins Shoreland Water Oriented Accessory Structure Variance – 1205 Tonkawa Road Members of the Board of Adjustment, Thank you for the opportunity to comment on this application requesting a variance to replace an existing, nonconforming water-oriented accessory structure (WOAS) with a new one that is elevated to meet floodplain standards and adds plumbing fixtures, including a bathroom and shower. My comments and recommendation are based on an evaluation of the facts presented in the application received April 2, 2025 against the criteria in Minn. Statute §462.357. Based on this evaluation, the DNR recommends denial of the variance. Summary of variance request The application requests (1) a variance to deviate from the 75-foot structure setback from the ordinary high water level (OHWL) of the lake, a (2) a variance to deviate from the 15-foot bench of fill for structures elevated in the floodplain, and (3) a variance to increase the time and intensity of human use by adding water and sewer service to the structure. DNR has significant concerns with the first and third variances. These requests presume the proposed structure is a typical accessory structure and should be reviewed as such. A plain reading of the WOAS definition and restrictions placed on such structures by the city’s code and the state shoreland rules undermine this presumption. Since the existing structure is placed only 14 ft from the ordinary high water level (OHWL) and less than the normal structure setback, it is by definition a WOAS and therefore it must be evaluated as such and not as any other type of accessory structure. In fact, city code section 78-7 states that “the regulations which are more restrictive or which impose higher standards or requirements shall prevail.” Under the following city definition (consistent with state rules) for WOAS, small storage, utility and yard structures close to the shoreline (not meeting the normal structure setback) are WOAS (Sec. 78-1211): “Water-oriented accessory structure or facility means a small, aboveground building or other improvement, except stairways, fences, docks and retaining walls, which, because of the relationship of its use to a surface water feature, reasonably needs to be located closer to public waters than the normal structure setback. Examples of such structures and facilities include boathouses, gazebos, screen houses, fish houses, pump houses, lock boxes, and detached decks.” 281 In Section 78-1281, the city restricts WOAS as follows: “The only water-oriented accessory structures allowed to be located nearer the ordinary high water level than the normal structure setback as specified in this article shall be: (1) One lockbox no greater than 20 square feet in area and no higher than 48 inches in height; (2) One flagpole setback from side lot lines a distance no less than the required principal structure side yard setback for the zoning district; and (3) One pumphouse no greater than 20 square feet in area and no higher than 48 inches in height.” The existing legal nonconforming structure can certainly remain, and it can be repaired or replaced under state law, but it cannot be expanded. The demolition and construction of new, more intensive, structures are no longer protected nonconformities and must comply with current zoning standards. Any new structure that does not meet normal setbacks must comply with the WOAS standards in Sec. 78- 1281 and any deviation to those standards must be evaluated against the WOAS standards and not the less restrictive standards for accessory structures in Sec. 78-1437. While the DNR’s standards for WOAS, contained in Minn. R. 6120.3300, Subp. 3.H, allow larger structures (up to 400 square feet), they prohibit water supply or sewage treatment facilities. Not only is the variance request to add plumbing fixtures an extreme deviation from the city’s code for water-oriented accessory structures, it is also an extreme deviation from the state rules. Evaluation Criteria and Approach The role of the Board of Adjustment (BOA) is to objectively evaluate whether the submitted facts meet the statutory criteria for approving a variance. Under Minn. Statute §462.357, variances can only be approved when they are in harmony with the general purposes and intent of the zoning code and when they are consistent with the comprehensive plan. Specifically, variances can only be granted when the applicant proves there are practical difficulties in complying with the zoning code. State law only allows variances if all three practical difficulties criteria are met: • There are unique circumstances to the property not created by the landowner. • The property owner proposes to use the property in a reasonable manner not permitted by the ordinance. • Granting the variance will not alter the essential character of the locality. If any of these criteria are not met, then the variance must be denied. State law also does not allow approving variances solely for financial reasons. The decision to approve or deny a variance requires a rational explanation, based on facts, not on proposed conditions of approval. Conditions may be considered, but only after a decision is made to approve. Additionally, opinions of support or opposition, without supporting evidence, from neighbors or the public are not facts and should not be considered. This property is in the shoreland of a public water, an area that the state has identified as a sensitive area where special laws are needed to protect scenic character; aquatic and riparian vegetation; habitat; and to reduce the flow of nutrients into surface waters preventing excessive algae and plant growth to maintain safe recreational opportunities. This context is critical for properly evaluating the facts against 282 the practical difficulties criteria whether the Board of Adjustment is deciding, or a district court is reviewing such a decision on appeal. Analysis of Facts and Recommendation The Board of Adjustment should deny this variance because: The proposed USE of the water-oriented accessory structure is NOT ALLOWED under the ordinance or under state law. Minn. Statute §462.357 states that the “board of appeals and adjustments ... may not permit as a variance any use that is not allowed under the zoning ordinance for property in the zone where the affected person's land is located.” The city’s code states that a lockbox, flagpole, and pumphouse (essentially ancillary utility services) are the only uses allowed for water-oriented accessory structures. A 780 square foot structure with nearly eight-foot ceilings and a kitchen and bathroom is clearly a residential use. The city code does not allow a residential use only 14 feet from the water. The city cannot approve a use variance, and this application must be denied outright or be contrary to state law. There are NO UNIQUE CIRCUMSTANCES of the property not created by the property owner. Unique circumstances are physical characteristics of the land such as lot shape, lot dimension, and buildable area that are rare compared to other nearby shoreland properties. Personal matters unrelated to the property, such as family needs, design preferences, and financial considerations, are not unique circumstances. The application points to the difference in elevation between the principal structure and the water- oriented accessory structure as a unique circumstance. However, DNR’s review of nearby shoreland properties shows that such differences in elevation are common. There is nothing that makes this property physically unique from other similar shoreland properties to justify the significant deviations from the standards when others must comply. If this property is entitled to a variance, there is no reason why any other similar property would not be entitled to a variance. Granting a variance, therefore, undermines the purpose of shoreland regulations. In fact, the problem is due to design preferences. The property owner DOES NOT propose to use the property in a reasonable manner given the purpose of the water-oriented accessory structure provisions. This criterion is about what is reasonable given the purpose of the ordinance, NOT what is reasonable to the property owner. Variance requests should only be the minimum necessary to achieve the purposes of the ordinance. The purpose of water-oriented accessory structure provisions under the city’s code are to provide shelter to ancillary utility services and placement of a flag. The purpose of WOAS under the shoreland rules are to provide storage for watercraft accessories or shelter for temporary human use – no water or sewer services permitted. The purpose of these two regulatory options is to limit the intensity and amount of time of human activity in the ecologically-sensitive shore impact zone. The applicant has not 283 demonstrated why it is necessary to add plumbing fixtures to the existing structure, a significant deviation from the regulations. Again, the variance is being driven by design preferences. Conclusion The facts do not support a decision to approve and show that the design preferences are driving the variance request. A decision to approve the variance would therefore be arbitrary and capricious. The DNR recommends denial. State rule and your ordinance requires that final variance decisions, including findings, be sent to the DNR within 10 days of the decision. The DNR monitors local government variance decisions and may appeal decisions we believe do not meet the statutory criteria and result in negative impacts to shorelands and public waters. If you have any questions, please call, or email me. Sincerely, Dan Scollan Area Hydrologist daniel.scollan@state.mn.us 651-259-5732 c: Megan Moore, District Manager John (Jack) Gleason, Hydrologist Supervisor Dan Petrik, Shoreland Program Manager 284 From:Rick Rohrer To:Melanie Curtis Cc:Chris Bollis; jonressler@outlook.com; Thomas Brandabur; Andrew Jarnot; Kelly Prchal; Shane Weltzin; Mark McCutcheon; tedmschultze@gmail.com Subject:LA25-000012, 1205 Tonkawa Rd Date:Friday, April 18, 2025 12:10:53 PM Dear Ms. Curtis, I am writing to express my surprise and dismay that you have recommended approving this variance. There is no practical difficulty to justify building a new boathouse at this location. Moreover, there is no “existing” structure to compare against. The former boathouse was demolished last year. I agree with the assessment of the Minnesota DNR that this structure cannot be allowed to be built. Cordially yours, Rick Rohrer 1424 Baldur Park Rd Orono 285 Date Application Received: 03/19/2025 Date Application Considered as Complete: 03/25/2025 60-Day Review Period Expires: 05/24/2025 To: Chair Bollis and Planning Commission Members Adam Edwards, City Administrator From: Melanie Curtis, Planner mcc Date: 21 April 2025 Subject: #LA25-000012, PKA Architecture o/b/o Joseph & Crystal Wald, 1205 Tonkawa Rd, Variances - Public Hearing Background A new home is under construction on the property. The applicant requests approvals to reconstruct an existing legal, nonconforming “boathouse” accessory building located approximately 20 feet from the OHWL of Lake Minnetonka and within the 100-year floodplain. A portion of the property is located below the 100-year floodplain elevation of 931.5’. Because the existing building does not conform to the floodplain low floor elevation it cannot be rebuilt in-kind. The applicant proposes to add fill in the floodplain to elevate the building one foot to meet the minimum low floor requirements. The fill requires a floodplain alteration permit from the Minnehaha Creek Watershed District (Exhibit I) and will result in a one-foot vertical expansion of the building within the ALS and 75-foot lake setback. The proposal includes a variance from the requirement to provide a 15-foot-wide “rescue bench” of fill around the elevated building. Due to the building’s proximity to the lake, it cannot be accomplished on the lake side of the building. Additionally, the applicant proposes to install plumbing fixtures in the new building, which is considered to be an expansion of the use of the existing building. Practical Difficulties Analysis Applicant’s Analysis: The applicant has identified the existing building location, the site’s unique topography, which includes areas of floodplain and bluff as practical difficulties supporting the requested variances. Additionally, they have provided supporting documentation regarding Practical Difficulties, attached as Exhibit C, and should be asked for additional testimony regarding the application. Application Summary: The applicant is requesting average lakeshore setback (ALS) and 75-foot lake setback variances for an in-kind replacement of an accessory building, elevated on fill to meet FEMA floodplain regulations; plumbing fixtures, including a sink, toilet, and a shower, are also proposed Staff Recommendation: Planning Department Staff recommends approval. Existing Boathouse Proposed Boathouse 286 FILE #LA25-000012 21 April 2025 Page 2 of 5 Planning Staff Practical Difficulty Analysis: Regarding practical difficulty, Staff agrees with the applicant’s assessment that the property's topography and existing conditions create difficulties for the development of the property. The boathouse does not meet the floodplain regulations; an in-kind rebuild is not allowed. The applicant proposes the minimum fill necessary to meet the floodplain regulations. The resulting vertical expansion is a result of the fill. The variance to permit the minimal upward volume expansion is solely to conform to the floodplain regulations. Except for the one-foot increase, the building will be reconstructed in the same footprint and volume as the existing building. The overall hardcover within the 75-foot setback is decreasing with the project. LOT ANALYSIS WORKSHEET Section 78-330 & 78-1279 – Boathouse Setbacks: LR-1B Required Existing Proposed Street/Rear 30’ 138’ 138’ North Side 10’ ~180‘ No change Wetland 40’ MCWD buffer ~100’ No change Lakeshore 75’ 20’ 20’ Average Lakeshore The proposed boathouse will encroach approximately 70 feet lakeward of the average lakeshore setback. Section 78-330 – Lot Area/Width: LR-1B Lot Area Lot Width Required 43,560 s.f. (1.0 acres) 140’ Actual 89,449 s.f. (2.05 acre) +500’ @ 75’ / +680’ @ OHWL Section 78-1403 – Structural Building Coverage: The property has 89,449 square feet or 2.05 acres in area and is not subject to maximum structural building coverage limitations. Section 78-1680 and 78-1700 – Hardcover Calculations: As proposed, the plan reflects a 155 square foot reduction in hardcover within the 75-foot lake setback. Stormwater Overlay District Tier Total Area in Zone Allowed Hardcover Existing Hardcover Proposed Hardcover Tier 1 89,449 s.f. 22,362 s.f. (25 %) 12,445 s.f. (14%) 1,792 s.f. w/in 75’ 16,683 s.f. (18.6%) 1,637 s.f w/in 75’ Applicable Regulations: Floodplain Rescue Bench Variance (City Code Section 78-1125(a)) The boathouse is located within 20 feet of the OHWL. Floodplain filling and mitigation are proposed so the new boathouse can be elevated one foot to comply with the minimum elevation regulations required by the City and MCWD. The Code requires an elevation bench set at 931.5’ around the perimeter of the building to be elevated on fill. The proposed grading plan provides the required rescue bench on three sides of the building, but can only accommodate this elevation for 8.5 feet on the lake side (from the covered porch), however, it meets or exceeds 15 feet as measured from the building. Lake Setback and Average Lake Setback Variances (Section 78-1279) The existing boathouse is located lakeward of the average lakeshore setback and the 75-foot lake setback, 287 FILE #LA25-000012 21 April 2025 Page 3 of 5 and also within the 100-year floodplain. The applicant is proposing to rebuild the boathouse in-kind. The proposed building and covered porch areas will be flipped within the footprint, and the total roof/overhang size will be reduced. The average lakeshore setback is determined by the 85.3-foot setback (from the lake) of the principal building on the property to the north (1185 Tonkawa Road). The existing boathouse has a low floor elevation of 932.1’, where 932.5’ is required by the City. MCWD requires a minimum low opening of two feet above the 100-year floodplain elevation. Because it is being elevated on fill, a minimal upward massing expansion of one foot, equal to the amount of fill, is proposed. The new boathouse will have a floor and door threshold elevation of 933.5’. The new, expanded building volume requires a variance from the lake and average lakeshore setbacks due to the increase in height. The one-foot expansion of the building mass will not impact neighboring properties. Plumbing in a Nonconforming Accessory Building (City Code Section 78-1437) Because the primary lake recreation space (beach and boathouse) is separated from the home by over 100 feet (and a 25-30% slope), the new boathouse is proposed with bathroom facilities. City Code allows plumbing facilities (including a bathtub and/or shower) within accessory buildings, subject to a covenant restricting the use of the building. The owners will be required to record the restrictive covenant against the property (Exhibit J), limiting the use of the building to the owner/occupant of the property for non-dwelling purposes. The relevant City Codes are included as Exhibit H. Governing Regulation: Variance (Section 78-123) In reviewing applications for variance, the Planning Commission shall consider the effect of the proposed variance upon the health, safety and welfare of the community, existing and anticipated traffic conditions, light and air, danger of fire, risk to the public safety, and the effect on values of property in the surrounding area. The Planning Commission shall consider recommending approval for variances from the literal provisions of the Zoning Code in instances where their strict enforcement would cause practical difficulties because of circumstances unique to the individual property under consideration, and shall recommend approval only when it is demonstrated that such actions will be in keeping with the spirit and intent of the Orono Zoning Code. Economic considerations alone do not constitute practical difficulties. Practical difficulties also include but are not limited to inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth-sheltered construction as defined in Minn. Stat. §216C.06, subd. 14, when in harmony with this chapter. The board or the council may not permit as a variance any use that is not permitted under this chapter for property in the zone where the affected person's land is located. The board or council may permit as a variance the temporary use of a one-family dwelling as a two-family dwelling. North Elevation - Proposed 288 FILE #LA25-000012 21 April 2025 Page 4 of 5 According to MN §462.357 Subd. 6(2) variances shall only be permitted when: 1. The variance is in harmony with the general intent and purpose of the Ordinance. The variance supports the minimal expansion of the non-conforming boathouse within the lake yard and average lakeshore setback. Lake yard construction prohibitions are intended to maintain the natural lakeshore and encourage development away from the lake. Alternatively, the goals of average lakeshore setback include protecting views from land into the lake, and the requested variances to increase the height of the existing boathouse to the minimum amount necessary to meet the floodplain regulations are in harmony with the Ordinance. The most adjacent neighbors are situated so that the changes to the existing boathouse will not impact their lake views. The minimal additional mass of the flat roof areas within the setbacks will not be closer to the lake than existing and will not negatively impact the views into the property from the lake. This criterion is met. 2. The variance is consistent with the comprehensive plan. The variances resulting in reconstruction of the existing boathouse (without footprint expansions) within the setbacks in a residential zone are consistent with the Comprehensive Plan. The variance to permit the minimal upward volume expansion is solely to conform to the floodplain regulations. This criterion is met. 3. The applicant establishes that there are practical difficulties. a. The property owner proposes to use the property in a reasonable manner not permitted by the official controls; The variances requested to permit reconstruction of the boathouse with minor upward expansion appear to be reasonable; the flat roof design of the boathouse minimizes any potential negative impacts; the mature vegetation, and location of neighboring homes separate the boathouse from the adjacent neighbors. Additionally, the variance relating to the exception for the floodplain rescue bench on the lake side of the boathouse is reasonable, as it is not a principal building. This criterion is met. b. There are circumstances unique to the property not created by the landowner; The boathouse was originally constructed in the 1960s by previous owners and needs replacement due to its age and deferred maintenance; and c. The variance will not alter the essential character of the locality. The requested variances will not result in the property being out of character with the neighborhood, will not expand the footprint of the building, or result in additional encroachment into the setbacks toward the lake. The new upward encroachment will not alter the character of the locality. This criterion is met. Additionally, City Code 78-123 provides additional parameters within which a variance may be granted as follows: 4. Economic considerations alone do not constitute practical difficulties. Economic considerations have not been a factor in the variance approval determination. 5. Practical difficulties also include but are not limited to inadequate access to direct sunlight for solar energy systems. Variances shall be granted for earth-sheltered construction as defined in Minn. Stat. § 216C.06, subd. 17, when in harmony with Orono City Code Chapter 78. This condition is not applicable. 6. The board or the council may not permit as a variance any use that is not permitted under Orono City Code Chapter 78 for property in the zone where the affected person's land is located. This c ondition is not applicable, as residential improvements are allowed in the Lr-1B District. 7. The board or council may permit as a variance the temporary use of a one-family dwelling as a two- family dwelling. This condition is not applicable. 8. The special conditions applying to the structure or land in question are peculiar to such property or immediately adjoining property. The proximity of the boathouse within the setbacks is an existing condition that is unique to the property. 289 FILE #LA25-000012 21 April 2025 Page 5 of 5 9. The conditions do not apply generally to other land or structures in the district in which the land is located. The location and existence of the nonconforming accessory building is an existing condition unique to a small number of properties in the City, but could be applied to all other lakeshore properties with lake yard accessory buildings and boathouses. 10. The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant. The owners’ substantial property right is provided by the principal structure. The nonconforming building is allowed to be maintained and replaced in kind. Expansion of an existing non-conforming structure is not a right; however, the building will be expanded to comply with floodplain minimum low floor regulations. 11. The granting of the proposed variance will not in any way impair health, safety, comfort or morals, or in any other respect be contrary to the intent of this chapter. Granting the requested variances will not adversely impact health, safety, comfort, or morals; The Commission should determine whether the modest massing expansion negates to goals of the code concerning views into, and across, the property. 12. The granting of such variance will not merely serve as a convenience to the applicant, but is necessary to alleviate demonstrable difficulty. The applicant asserts that the variances are necessary to modestly increase functionality, and for safety and regulatory compliance, and will not merely serve as a convenience to the owners. The Commission may recommend, or the Council may impose conditions in granting variances. Any conditions imposed must be directly related to and must bear a rough proportionality to the impact created by the variance. No variance shall be granted or changed beyond the use permitted in this chapter in the district where such land is located. Public Comments To date, no public comments have been received. Issues for Consideration 1. Does the Planning Commission find that the property owner proposes to use the property in a reasonable manner that is not permitted by an official control? 2. Does the Planning Commission find that the variance(s), if granted, will not alter the essential character of the neighborhood? 3. Does the Commission find it necessary to impose conditions to mitigate the impacts created by the granting of the requested variance(s)? 4. Are there any other issues or concerns with this application? Planning Staff Recommendation Planning Staff recommends approval of the variances as applied, subject to the owners executing a plumbing covenant. 290 233609v1 (reserved for recording) DECLARATION OF RESTRICTIVE COVENANTS THIS DECLARATION OF RESTRICTIVE COVENANTS (the “Declaration”), is made this _____ day of _________________, 2024, by JOSEPH WALD and CRYSTAL WALD, married to each other (“Declarants”). WHEREAS, Declarants are the fee owners of real property located at 1205 Tonkawa Road [PIN 08-117-23-13-0018], Orono, Minnesota, legally described as: Tract C, Registered Land Survey No. 853, according to the recorded plat thereof, Hennepin County, Minnesota (“Subject Property”); and WHEREAS, Declarants have applied to the City of Orono for Permit No. RAS24-000071 (“Permit”) to install plumbing in a 420 square feet Accessory Building on the Subject Property; and WHEREAS, as a condition of issuance of the Permit and pursuant to Orono City Code Section 78-1437, the Declarants agree to impose upon and subject the Subject Property to certain covenants, conditions, restrictions and reservations for the benefit of the City, the Subject Property and its present and future owners; NOW, THEREFORE, the undersigned parties hereby declare, impose upon, create and establish the following covenants, conditions and restrictions upon the property: 1. PROHIBITION ON USES. The plumbing in the Accessory Building shall be regulated as follows: A. The provision of outside sillcocks and indoor water supply shall be allowed in any accessory building. DRAFT291 233609v1 B. Installation of any combination of fixtures requiring wastewater plumbing in any accessory building, subject to provision of municipal sanitary sewer or a conforming sewage treatment system designed to handle the anticipated flows from such fixtures, and subject to the property owners executing a covenant providing that the accessory building will not be: i. Used for a home occupation unless specifically approved by the city or if allowed by this Code. ii. Used as a dwelling unless a guest house conditional use permit is obtained. iii. Rented, leased, or otherwise provided for use as a dwelling under any circumstances. 2. RUN WITH THE LAND. The covenants and restrictions set forth in this Declaration shall run with the Subject Property, shall be recorded with Hennepin County against the title to the Subject Property, and shall be binding upon and inure to the benefit of the City and the Declarants named herein, their successors, heirs, and assigns, and any other person or entity at any time hereafter who shall become the owner of the Subject Property. IN WITNESS WHEREOF, as of the day and year first hereinabove written, the Declarants have executed this Declaration. [Remainder of page intentionally left blank. Signature pages follow.] DRAFT292 233609v1 CITY OF ORONO: By: Dennis Walsh, Mayor By: Adam T. Edwards, City Administrator STATE OF MINNESOTA ) )ss. COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this _____ day of ____________, 2024, by Dennis Walsh and by Adam T. Edwards, respectively the Mayor and City Administrator of the City of Orono, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. ____________________________________ Notary Public DRAFT293 233609v1 DECLARANTS: Joseph Wald Crystal Wald STATE OF MINNESOTA ) )ss. COUNTY OF ____________ ) The foregoing instrument was acknowledged before me this _____ day of _____________, 2024 by Joseph Wald and Crystal Wald, married to each other. ____________________________________ Notary Public THIS INSTRUMENT DRAFTED BY: CAMPBELL KNUTSON, P.A. Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 SMM/mkl DRAFT294 233609v1 EXHIBIT “A” DRAFT295 233609v1 MORTGAGE HOLDER CONSENT TO DECLARATION OF RESTRICTIVE COVENANTS JPMORGAN CHASE BANK, N.A., a corporation organized and existing under the laws of the United States of America, which holds a Mortgage on all or part of the property more particularly described in the foregoing Declaration of Restrictive Covenants, which Mortgage is dated January 9, 2020 and was recorded January 10, 2020 as Hennepin County, Minnesota, Document No. T05677558, for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby join in, consents to, and is subject to the foregoing Declaration. Dated this _____ day of ____________, 2024. JPMORGAN CHASE BANK, N.A. By: ______________________________________ ____________________________ [print name] Its __________________________ [title] STATE OF MINNESOTA ) ) ss. COUNTY OF ______________ ) The foregoing instrument was acknowledged before me this _____ day of ______________, 2024, by _________________________ the __________________________ of JPMorgan Chase Bank, National Association, a corporation organized and existing under the laws of the United States of America, on behalf of said entity. ________________________________________ Notary Public THIS INSTRUMENT DRAFTED BY: CAMPBELL KNUTSON Professional Association Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: (651) 452-5000 SMM/mkl DRAFT296 Minutes Planning Commission Regular Meeting Monday, April 21, 2025, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 Page 2 of 4 Jarnot moved, Prchal seconded, to approve LA25-000010, 2625 North Shore Drive, Variances. VOTE: Ayes: 6, Nays 0. 6.2. LA25-000011, REHKAMP LARSON ARCHITECTS, 3275 CARMAN ROAD, VARIANCES. The Planning Commission is requested to review the Staff report, receive a presentation, and discuss and approve the variance requests for Average Lakeshore Setback, 75-foot Lakeshore Setback and New Hardcover within the Lakeshore Setback to rework the front porch, modify the back deck, extend the roof to improve drainage, and add a patio. The proposal reduces the total hardcover. The Planning Commission discussed the item and asked questions of staff and the applicant, Angela Wingate, Rehkamp Larson Architects, Minneapolis. Chair Bollis opened the public hearing at 6:24 p.m. There were no public comments. Chair Bollis closed the public hearing at 6:24 p.m. Commissioners called the changes thoughtful, better for the view of neighbors, and noted the reduction of hardcover Prchal moved, Weltzin seconded, to approve LA25-000011, 3275 Carman Road, Variances as applied. VOTE: Ayes: 6, Nays 0. 6.3. LA25-000012, PKA ARCHITECTURE, 1205 TONKAWA ROAD, AVERAGE LAKESHORE SETBACK, LAKE SETBACK VARIANCES AND PLUMBING IN AN ACCESSORY BUILDING. The Planning Commission is requested to review the Staff report, receive a presentation, and discuss and approve the application for variances to reconstruct a legal non-conforming outbuilding. The footprint and volume of the building would be the same. Staff recommends approval as applied, including restrictive covenants for the use of the accessory building. The Planning Commission discussed the item and asked questions of staff and the applicant, Andrew Edwins, PKA Architecture, Minneapolis. Chair Bollis opened the public hearing at 6:41 p.m. There were no public comments. Chair Bollis closed the public hearing at 6:41 p.m. Commissioners cited a letter from the DNR addressing the plumbing as concerning, and also expressed concerns about the plan to have the roof a foot higher because it would be necessary to raise the floor a foot. Some said it seemed to be a different use than the original building. Others pointed out the water 297 Minutes Planning Commission Regular Meeting Monday, April 21, 2025, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 Page 3 of 4 from the plumbing would go into the sewer rather than into the lake, in contrast to an outdoor spigot, and the City allows plumbing in accessory buildings. It was clarified that the plumbing did not need a variance and the raise in elevation was due to the floodplain. Weltzin moved, Taft seconded, to approve LA25-000012, 1205 Tonkawa Road, Variances as applied. VOTE: Ayes: 6, Nays 0. 6.4. LA25-000013, ANDERSON ENGINEERING, 200 WOODHILL ROAD, INTERMIM USE PERMIT. The Planning Commission is requested to review the Staff report, receive a presentation, and discuss and approve the permit request to do a storm sewer replacement and golf course improvements at Woodhill Country Club, which is partially located in the City of Orono. Staff recommends approval subject to several conditions. The Planning Commission discussed the item and asked questions of staff and the applicant, Kyle Stebbing, Anderson Engineering, Plymouth, MN. Chair Bollis opened the public hearing at 7:17 p.m. There were no public comments. Chair Bollis closed the public hearing at 7:17 p.m. Commissioners said the application was straightforward and would be an improvement. Prchal moved, Weltzin seconded, to approve LA25-000013, 200 Woodhill Road, Interim Use Permit as applied with the condition that the construction entrance would be off County Rd. 15. VOTE: Ayes: 6, Nays 0. 7. NEW BUSINESS 7.1 LA25-000014, REVISIONS TO CITY CODE REGARDING THE KEEPING OF ANIMALS IN RESIDENTIAL DISTRICTS. The Planning Commission is requested to review the Staff report, receive a presentation, and discuss possible revisions to City Code relating to farm animals and whether the code should list animals that are prohibited or animals that are permitted. The Planning Commission discussed the item and asked questions of staff. Commissioners discussed the types of animals that could be allowed or prohibited and how regulations could be varied based on zoning and lot size. The Planning Commission directed staff to draft proposed language to add pigeons, doves and rabbits to the current code and define the number of those animals in a unit; loosen regulations for cooped or penned animals for smaller lots, and define domesticated animals. 8. ADJOURNMENT 298 Date: May 12, 2025 Item: 18 Presenter: Melanie Curtis, Planner Section: Consent Agenda Title: LA25-000007, 4745 North Shore Drive, After-the-Fact Conditional Use Permit Amendment - Resolution 7589 1.Purpose: The purpose of this application is to consider new retaining walls within the bluff and lake setback installed without City approval. An after-the-fact amendment to the CUP is required. 2.MN§15.99 Application Deadline: The application was received on January 30, 2025 and considered to be complete on February 14th; the original 60-day review timeline was extended and will now expire on June 14, 2025. 3.Background: The Council reviewed this request on April 28th and tabled the application to allow the applicant to provide the requested information from their engineer. Updated engineered construction plans and a revised narrative has been provided (Exhibit B). Review the Draft Minutes from the April 28th meeting. 4.Staff Recommendation: The applicant provided updated engineered construction plans which include all of the walls. An updated project justification has also been provided as requested. Staff recommends the Council consider a motion to adopt the draft resolution approving the after-the-fact CUP amendment. AGENDA ITEM COUNCIL ACTION REQUESTED Council should consider a motion to adopt Resolution No. 7589 (Exhibit A) as drafted. Exhibits Exhibit A - Draft Resol 7589 Exhibit B - Plans 04162025 Exhibit C - Engineer responses Exhibit D - Council Memo 04282025 299 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7589 1 A RESOLUTION APPROVING AN AFTER-THE-FACT CONDITIONAL USE PERMIT AMENDMENT ACCORDING TO MUNICIPAL ZONING CODE SECTIONS 78-916 & 78-1279 FILE NO. LA25-000007 (PREVIOUS FILE LA24-000018 & RESOL. NO. 7486) WHEREAS, in July 2024, the City Council adopted Resolution No. 7486 approving a conditional use permit (“CUP”) to install retaining walls within the bluff and lake yard of the property addressed 4745 North Shore Drive and legally described as: That part of Lots 1, 2, and 3, Block 6, Bergquist & Wicklund’s Park, Hennepin County, Minnesota, lying southerly of the southerly right-of-way line of County Road No. 19. Also That part of Lake Street as dedicated in the plat of Bergquist & Wicklund’s Park, Hennepin County, Minnesota, which lies between the southwesterly extensions of the northwesterly line of Lot 3, and the southeasterly line of Lot 1, Block 6, said plat (vacated per document number A10004418) (hereinafter the “Property”); WHEREAS, during an inspection of the nearly completed project, the City’s building inspector observed additional constructed walls that were not included in the scope of the approved plan; and WHEREAS, on January 30, 2025, the property owner, Matthew Michael Jasper (hereinafter the “Applicant”), applied for an after-the-fact amendment to the CUP granted via Resolution No. 7486 to the Property under Orono Municipal Zoning Code Sections 78-916 and 78-1279 to permit the additional retaining walls constructed along the shoreline and supporting new lake access stairs; and WHEREAS, on March 17, 2025, after published and mailed notice in accordance with Minnesota Statutes and the City Code, the Planning Commission held a public hearing, at which time all persons desiring to be heard concerning this application were allowed to speak thereon; and WHEREAS, on March 17, 2025, the Planning Commission voted 5 to 0 in favor of a motion to recommend approval of the application as applied directing the applicant to provide 300 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7589 2 documentation from a licensed professional engineer regarding the necessity of all of the constructed walls; and to provide an updated landscape plan to screen all of the walls from the lake; and WHEREAS, on April 28, 2025, the City Council reviewed the Applicant’s request and the recommendations of the Planning Commission and City staff. Council voted 3 in favor and 1 opposed on a motion to table the application until the identified information was submitted; and WHEREAS, on May 2, 2025, after receiving direction from the Planning Commission and the City Council, the Applicant provided updated information from the professional engineer regarding the justification for the additional walls; and NOW, THEREFORE, BE IT RESOLVED that the City Council of Orono, Minnesota hereby approves the request for a CUP amendment supporting retaining walls upslope from the rip rap and the walls supporting the proposed stone lake access stairs within the bluff and 75- foot setback from the lake as amended and described above based on one or more of the following findings of fact concerning the Property: FINDINGS OF FACT: A1. The analysis contained within staff memos and the exhibits attached to the aforesaid memos, all minutes from the above-mentioned meetings, and all other materials distributed at these meetings are hereby incorporated by reference. A2. The Property is in the LR-1B, One Family Lakeshore Residential Zoning District. A3. The lakeside slope on the Property is defined as a Bluff. A4. The Property is within Tier 1, and hardcover is limited to 25% according to the Stormwater Quality Overlay District. The Applicant proposes 14.1% total site hardcover. A5. The Applicant applied an amendment to the Conditional Use Permit (Resolution No. 7486) to allow construction of additional stone retaining walls to support the lake access stair and the lower slope within the bluff and the 75-foot lake setback. A6. In considering this application for CUP amendment, the Council has considered the advice and recommendation of the Planning Commission and the effect of the proposed project upon the health, safety and welfare of the community, existing and anticipated traffic conditions, light and air, danger of fire, risk to the public safety, and the effect on values of property in the surrounding area. 301 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7589 3 CONDITIONAL USE PERMIT ANALYSIS: The City Council may approve a CUP for the construction of retaining walls as long as the walls are: B1. Designed to correct an established erosion problem; the applicant’s landscape design was developed to directly address an ongoing erosion problem that had been affecting the stability of the shoreline and bluff line. The erosion was caused by surface water runoff, natural wave action, incorrectly installed riprap, and ice heaves, which had begun to undermine the soil and vegetation near the water’s edge and bluff line. To correct this, the design included erosion control measures such as deep-rooted native plants, erosion control fabric, and slope stabilization techniques with the staircase and boulder retaining walls. These improvements were intended to stop further erosion, help restore the health of the shoreline and preserve the roots of trees that are exposed. This criterion has been met; and B2. Suitable given the demonstrated need; A global stability analysis by Ronald W. Vickery, PE was provided. He further notes that it was necessary to correct the shoreline with a 3:1 slope with large rip rap toe boulders. Boulders were also necessary to support the stairway to the lake shore to help in stabilizing the bluff and protect as many trees as possible. The results of the global stability analysis indicated an overall global stability factor of safety of 1.378, which is over the industry standard factor of safety of 1.3. Without the retaining walls, this factor of safety would be less than 1.3. Therefore, the engineer indicates that the retaining walls and the stair system will greatly aid in the stabilization of the slope. This criterion has been met; and B3. Designed by a registered engineer or landscape architect, depending on the project scope; the Applicant has provided a revised retaining wall design from a registered engineer which matches the submitted plans. This criterion has been met; and B4. Designed to be the minimum size necessary to control the erosion problem. The engineer’s revised plan was to be as minimal and natural-looking as possible. It includes only what is necessary to stabilize the shoreline and bluff line to prevent further erosion. Native plants were chosen to hold soil in place and for their ability to blend into the natural surroundings. Less than 4’ tall boulder walls were used in areas where native plants would not have been enough to prevent further erosion. No unnecessary structures were installed in the landscape, and every effort was taken to preserve the natural view and character of the lakeshore. This criterion has been met. 302 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7589 4 Based on the application and the evidence submitted, the Council finds that the proposed use at the proposed location is or will be: B5. Consistent with the community management plan; the applicant has provided a landscape plan which, when matured, should offer sufficient screening of the lake access stairs and walls. This criterion is met. B6. Compliant with the zoning code, including any conditions imposed on specific uses as required by article V, division 3 of the City Code; retaining walls within the lakeyard are permitted where they are deemed necessary to protect the integrity of the slope. The Applicant and the Applicant’s engineer have provided information showing that the installation of all of the walls is the most effective and minimal necessary to achieve the desired stability. This criterion is met. B7. Adequately served by police, fire, roads, and stormwater management; the Property meets this standard. B8. Provided with an adequate water supply and sewage disposal system; the Property meets this standard. B9. Not expected to generate excessive demand for public services at public cost; the retaining wall project should not generate an excessive demand for public services at a public cost. B10. Compatible with the surrounding area as the area is used both presently and as it is planned to be used in the future; the stone staircase and stone retaining walls will be screened from the lake by the nature of their layout and the proposed vegetation, preserving the existing character of the Property. This criterion is met. B11. Consistent with the character of the surrounding area, unless a change of character is called for in the community management plan; the set-in-grade stone staircase and supporting stone retaining walls will be screened from the lake by the nature of their layout, and the proposed vegetation will preserve the character of the surrounding area. This criterion is met. B12. Compatible with the character of buildings and site improvements in the surrounding area, unless a change of character is called for in the community management plan; the proposed landscape plan should screen the stair system and associated retaining walls from view from the lake. Due to deferred maintenance, the current natural 303 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7589 5 appearance of the Property could be minimally altered by the proposed stone stair and retaining wall improvements. This criterion is met. B13. Not expected to substantially impair the use and enjoyment of the property in the area or have a materially adverse impact on the property values in the area when compared to the impairment or impact of generally permitted uses; the lakeshore bluff improvements should not impact the neighboring property values or the enjoyment of the neighboring property owners. B14. Provided with screening and buffering adequate to mitigate undesirable views and activities likely to disturb surrounding uses; the applicant has provided a landscape plan which should provide adequate natural screening and buffering of the stone stairs and retaining wall improvements when viewed from the lake. This criterion is met. B15. Not create a nuisance that generates smoke, noise, glare, vibration, odors, fumes, dust, electrical interference, general unsightliness, or other means; the proposed walls should not create a nuisance situation. B16. Not cause excessive non-residential traffic on residential streets, parking needs that cause a demonstrable inconvenience to adjoining properties, traffic congestion, or unsafe access; this application contemplates after-the-fact approvals. The improvements have been previously installed, and there should be no further construction activity or traffic. B17. Designed to take into account the natural, scenic, and historic features of the area and to minimize environmental impact; the proposed native landscaping to screen the stairway and supporting walls should be compatible with the character of the improvements within the surrounding area. This criterion is met. B18. All exterior lighting shall be so directed so as not to cast glare toward or onto the public right-of-way or neighboring residential uses or districts; the lake yard improvements should not result in any lighting or glare being cast off the Property toward the public street, the neighbors, or the lake; and B19. Not detrimental to the public health, public safety, or general welfare. This is true of the project. 304 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7589 6 CONCLUSIONS, ORDER AND CONDITIONS: Based upon one or more of the above findings, the Orono City Council hereby grants after-the-fact approval for a CUP amendment according to Orono Municipal Zoning Code Sections 78-916 and 78-1279 to allow retaining walls upslope from the rip rap and walls supporting a stone lake access stair within the bluff and 75-foot setback from the lake as constructed; subject to the following conditions: C1. Council approval is based on the entire record and the above Findings. C2. The approved project shall conform to the Vickery engineered design dated 06/17/2024 and revised 04/16/2025, and revised landscape plans (herein collectively the “Plans”) submitted by the Applicant and annotated by City staff, attached to this Resolution as Exhibits A & B. C3. Any amendments to the Plans that are not in conformity with City codes may require further Planning Commission and City Council review. C4. Authorities granted by this resolution run with the Property, not with the Applicant, and are conditioned on the Applicant establishing vegetative screening improvements and stabilization within the project area according to the approved landscape plan. Due to the after-the-fact nature of this CUP amendment, the site must be fully vegetated and a final inspection must be scheduled and passed before August 1, 2025, or the CUP will expire on that date. a. If there are unforeseen circumstances preventing completion by the August 1st deadline, the Applicant must submit an extension request in writing with an explanation to the Community Development Director for consideration at least two (2) weeks before the August 1st deadline (by July 18, 2025). C5. The Applicant agrees to comply with all permitting requirements of all applicable jurisdictions, including but not limited to Hennepin County, MCWD, and LMCD. Copies of all required permits must be provided to the City with the submittal materials for the administrative building permit for the stairs and walls. C6. The CUP shall remain in effect as long as the conditions imposed by the City Council are observed, but nothing in this section shall prevent the city from enacting or amending official controls to change the status of conditional uses. C7. The undersigned Applicant is the owner of the Property and agrees to the conditions herein. 305 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7589 7 C8. Violation of or non-compliance with any of the terms and conditions of this resolution may result in the termination of any authority granted herein. ADOPTED by the Orono City Council on this 12th day of May, 2025. ATTEST: CITY OF ORONO: ____________________________ ________________________________ Christine Lusian, City Clerk Bob Tunheim, Mayor 306 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7589 8 PROPERTY OWNER: ______________________________ Matthew Michael Jasper, Property Owner STATE OF MINNESOTA COUNTY OF HENNEPIN This instrument was acknowledged before me this _____ day of _______________, 2025 by Matthew Michael Jasper, a single person. ____________________________________ Notary Public 307 308 309 310 311 312 313 314 315 316 317 C478Q+Q ?@4 Q"#-QC477Q* Q?@4 Q"""QC48:Q + Q?A4 QJJJLQC488Q*Q ?A4Q"$)QC587Q(Q ?@Q4 Q"""QC498Q(Q ?A4 Q "#"QC477Q&Q ?@4 Q"""QC477Q% Q ?AQ4 Q"""QC4;;Q- Q?A4Q"""QC47:Q % Q?A4 Q"%%Q "'" DQ?@4FM/NC47O# Q?AP"""0477Q1?A4 QEQC4<8Q,Q?B2Q"""Q X%!D+vX7++\vP0v3Q$#%GQ&E;+L\vKVv K"v[[v @"XR-VvosmvO/jghv.otv v6K!IH.Q=>Qpu v a,W<1ev G<L+v"#Qb+v K+!Y]W+Yv? =L'8v =2v ?\v(Q,YL\v"*B`Y\vX'!E+v"''QW);L5Fev?v 7+W+#ev '+W\;4ev\:!\v\7;YvSJ!Lv YU+%<0;%!\<QLY v QWvrkoniv ql v V+bv (!\+v(+Y%W>S\<QLva-&v TWQA+'Zv MQva-&v vv vV-a?X-(vGP&"[?PMvXC-[&9v [PvM-cv&PM3?6^V"[?PMv (W!dLv$evv vTH"MXvV-a?X-(v $"X-(v PNv M-cv X_Va-fv("[-v vV+b<+d+)v $evv v"((-(vc"IIXv v v v(!\+va-&vVcav vPlan 318 319 320 321 322 323 324 325 326 327 328 329 ' I \ I I \ \ \ \ I \ \ \ \ \ \ I \ I I \ I \ \ I I WALL 6, STA. 0+18 WALL 5, STA. 0+00 WALL 6, STA. o+oo----"'· WALL 5, STA 0+14 WALL 4, ST A. 0+00 WALL 4, STA. 0+10 WALL 3, STA. 0+00 \ WALL 2, ST A. 0+00 WALL 8, STA 0+00 I WALL 2, STA. 0+22 I \ I WALL 8, STA 0+30 I \ WALL 7 \ STA _�:--�WAL�-1, ST �-0+00 ----------------------: ALL :- STA. I ,,.,...,,,, \ WALL 7, ST; 0+00 \ / �/ V1cker_y [.ngineenng & Consulting, LLC SCALE 0 SHEET W3 OF I \ \ \ I \ \ I \ I I ; 1+12_/ \ 10 CLIENT MR MA TT JASPER f osl OFf,cc E>ox 86 Gr.,nd9, MN ,,oz.9 PROPOSED BOULDER RETAINING WALLS 4745 NORTH SHORE DRIVE ORONO, MINNESOTA NONE VERIFY LINE ABOVE MEASURES I-INCH IF IT DOESN'T, ADJUST SCALE ACCORDINGLY I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIONS. OR phone o,i--1-65-8272 WALL LOCATION SKETCH REV DATE DESCRIPTION VEC PROJECT NO VEC 24-055 2 6/14/2024 REVISED LOCATION SKETCH TO NEW CONFIGURATION DRAWN BY 5 6/17/2024 PLANS REVISED BASED ON NEW SURVEY, DATE 6/17/2024 REVIEWED BY 4 5/10/2025 ADDED WALLS 7 8 8 DATE VEC RWV 4/15/2024 330 331 From:Ronald W. Vickery, P.E. To:Melanie Curtis; Jasper, Matthew M CSM USARMY NG MNARNG (USA) Cc:Adam Edwards; Laura Oakden Subject:RE: 4745 Northshore Drive - Council Action for LA25-000007 Date:Friday, May 2, 2025 2:20:11 PM Melanie – here’s the answers to your questions: 1.My landscape design was developed to directly address an ongoing erosion problem that had been affecting the stability of the shoreline and bluff line. The erosion was caused by surface water runoff, natural wave action, incorrectly installed riprap, and ice heaves which had begun to undermine the soil and vegetation near the water’s edge and bluff line. To correct this, the design included erosion control measures such as deep-rooted native plants, erosion control fabric, and slope stabilization techniques with the staircase and boulder retaining walls. These improvements were intended to stop further erosion, help restore the health of the shoreline and preserve the roots of trees that are exposed. 2.When I began working with the property owner and the contractors, Matt’s main goal for this project was to correct the shoreline with a 3:1 slope with large rip rap toe boulders, construct a safe stairway to the lake shore that would also help in stabilizing the bluff side, and protect as many trees as possible. Given the condition of the bluff line, it was evident that it had not been previously addressed properly. The results of my global stability analysis indicated an overall global stability factor of safety of 1.378, which is in excess of the industry standard factor of safety of 1.3. Please note, without the retaining walls, this factor of safety would be less than 1.3. Therefore, the retaining walls and the stair system will greatly aid in the stabilization of the slope. 3.I am a registered professional engineer in the state of Minnesota (among others), and have been designing retaining walls for 27 years. I’ve been running my own company, Vickery Engineering & Consulting, LLC, since 2007. 4.The landscaping was carefully planned to be as minimal and natural-looking as possible. It includes only what is necessary to stabilize the shoreline and bluff line to prevent further erosion. Native plants were chosen not only for their effectiveness in holding soil in place but also for their ability to blend into the natural surroundings. Less than 4’ tall boulder walls were used in areas where native plants would not have been enough to prevent further erosion. With Matt’s goal to preserve as many trees as he could on the hill side, small boulder walls was the only way properly accomplish that. No unnecessary structures were made to the landscape, and every effort was taken to preserve the natural view and character of the lakeshore. I hope this helps. Please let me know if you have questions or need anything else. Thanks, Ronald W. Vickery, PE Vickery Engineering & Consulting, LLC Post Office Box 86 Grandy, MN 55029 Phone: 952-465-8272 www.vickeryeng.com ~Engineering Solutions for an Unstable World~332 Date: April 28, 2025 Item: 13 Presenter: Melanie Curtis, Planner Section: Community Development Report Title: LA25-000007, 4745 North Shore Drive, After-the-Fact Conditional Use Permit Amendment 1.Purpose: The purpose of this application is to consider new retaining walls within the bluff and lake setback installed beyond the scope of the conditional use permit (CUP) and without City approval. An after-the-fact amendment to the CUP is required. 2.MN§15.99 Application Deadline: The application was received on January 30, 2025 and considered to be complete on February 14th; the original 60-day review timeline was extended and will now expire on June 14, 2025. 3.Background: In the summer of 2024, the applicant received a CUP and building permit approvals to install a new, stone lake access stair (including minimal retaining walls) and a short boulder wall along the base of the slope, in addition to a MCWD-issued permit for riprap, reference the approved plans (link). Original Application: LA24-000018 History Planning Commission June 2024: PACKET / VIDEO City Council July 2024: PACKET In bluff and steep slope settings, stairways, lifts, and landings are permitted by a staff-issued building permit provided they are designed and built in a manner that ensures stability and control of soil erosion. Additionally, minimal retaining walls supporting a lake access stair (to provide necessary stability) can also be permitted by a staff-issued building permit. However, new walls, and walls that do not meet the administrative approval threshold outlined in City Code Section 78- 1279(5) (link), can only be authorized by the City Council through a conditional use permit process. Upon completion, the City’s inspector observed additional walls which were not included in the scope of the approved plan, (Image 3 shown in Exhibit D). Although the city-approved plan was designed by the applicant's engineer for the site conditions, the applicant communicated to staff that he believed the approved plan would not work and chose to construct the additional walls (shown on the as-built survey Exhibit A) instead of following the approved plan. The before and after photos (link) provide a side by side comparison of the completed work. For a full analysis of the conditional use permit, reference the Planning Commission staff report attached as Exhibit G. The applicant applied for an after-the-fact amendment to the CUP to amend the plans to include the additional walls. Upon review, the City Engineer provided the following comment in response to the updated plans (04/15/2025): “neither the justification email (link) from the engineer nor the boulder wall design appear to address the upper wall depicted on the as-built in the southeast AGENDA ITEM 333 corner of the property”. 4.Planning Commission Vote and Comment: The Planning Commission held a public hearing on March 17th. Following the public hearing, they voted 5 – 0 on a motion to approve the after-the-fact CUP amendment conditioned upon submittal of additional landscape plans and engineering documentation (subject to City Engineer approval) as follows: 1. Provide an updated landscape plan to screen all of the walls from the lake. The plan should clarify the type of ground cover proposed for the flattened path along the lake – no hardcover is permitted. 2. Provide plans and updated justification for all of the walls from the applicant's engineer. Council should review the Planning Commission's March 17th MEETING VIDEO and MEETING MINUTES. The applicant provided a new landscape sketch, seeding details, and revised construction plans for all walls (including the new wall on the southeast portion of the property) for the Council's review. Staff has not received further information from the applicant's engineer speaking to the change in the number and placement of the walls. 5.Staff Recommendation: Construction of the additional, unpermitted walls was a violation of the terms of CUP Resolution 7486, and the administrative building permit (RAS24-000039). The applicant provided an updated landscape sketch and engineered construction plans which include all of the walls; however they have not provided structural justification for the plan deviation requested by the Planning Commission. Staff recommends the Council table the application and direct the applicant to provide justification for the wall in the southeast corner of the property, which is not addressed in the engineers email. COUNCIL ACTION REQUESTED Council should review the application and provide direction. Motion options: Direct staff to draft a resolution to approve the after-the-fact CUP amendment as applied; Table the application and provide direction to the applicant; or Direct staff to draft a resolution to deny the after-the-fact CUP amendment and direct the applicant to remove the additional walls and follow the approved plan (Resolution 7486). Exhibits Exhibit A - Asbuilt Survey annotated Exhibit B - Construction Plans 04162025 Exhibit C - Landscape Plan Exhibit D - Approved v Asbuilt Exhibit E - Applicant photos Exhibit F - 60day Extension Exhibit G - Planning Staff PC Report 334 Date: May 12, 2025 Item: 19 Presenter: Adam Edwards, City Administrator / Engineer Section: City Administrator/Engineer Report Title: Orono Fire Department Reorganization 1.Purpose: The purpose of this item is to reorganize the Orono Fire Department by eliminating the full-time fire chief position and appointing a part-time interim fire chief. 2.Background: At the April 14th City Council meeting, the Council approved an Amendment to the Contract and Agreement for Fire Protection Services, originally dated 2002. During negotiations, Orono’s fire negotiating team made a commitment to Long Lake’s fire negotiation team regarding the status of the Orono Fire Chief position. Additionally, with the elimination of the City’s paid-on-call firefighter positions at the April 28th Council meeting, the City Council has determined that a full- time Fire Chief is no longer required. City code and state statute require that a Fire Chief be appointed as long as the City maintains a fire department. Therefore, with the elimination of the full-time position, a part-time Interim Fire Chief must be appointed. The Fire Chief role remains critical to the effective delivery of emergency services and is essential to ensuring a smooth transition to the merged department envisioned in the amended service contract. The authority to terminate City employees resides with the City Council. Upon Council direction, City staff will proceed with the necessary actions to eliminate the position and implement the associated staffing changes. 3.Cost: Chief Van Eyll has an employment contract with the City that provides for six months of severance pay and continued benefits. The total value of this severance package is approximately $83,000. 4.Staff Recommendation: Staff recommends that the Council retain a highly capable Fire Chief who is committed to delivering the highest level of emergency services to the residents of Orono. It is essential that Orono’s Chief possesses the vision, knowledge, and passion to ensure the city's interests are well represented in the formation of the new department—one that is modern, well- trained, and adaptable. Most importantly, the Chief must be a strong leader who can guide OFD firefighters through this period of change and uncertainty, maintaining focus on the department's mission and core values. Chief James Van Eyll is that Chief and has served as Chief with distinction, meeting every challenge the city has asked of him. He successfully established a modern, highly professional department during a politically tumultuous time, overcoming numerous AGENDA ITEM 335 obstacles along the way. Under his leadership, the Orono Fire Department has thrived, thanks to his focus on mission-driven goals and a set of shared values that have fostered a positive work environment. He has been a passionate advocate for his firefighters and led the creation of a hybrid organizational model—integrating volunteer (paid-on-call), part-time, and full-time firefighters—along with the implementation of a duty crew program to enhance service delivery. Having already dedicated 15 years of service to our community prior to his tenure as Chief, his contributions are both deep and lasting. Therefore, staff strongly recommend that he be formally commended for his dedicated and selfless service to the city of Orono. If council eliminates the full-time Chief position, staff recommends the city appoint Shea Chwialkowski as the interim Fire Chief. Shea possesses the leadership and technical expertise to see the department through the merger and set the new department on the path for success. COUNCIL ACTION REQUESTED 1. Move to adopt Resolution 7590 eliminating the full-time Fire Chief position and authorizing the layoff of Chief James Van Eyll. 2. Move to adopt Resolution 7591 honoring Chief James Van Eyll for his dedicated and distinguished service to the city of Orono. 3. Move to appoint Shea Chwialkowski as Interim Fire Chief of the Orono Fire Department with hourly compensation adjusted to the starting step of grade 16 on the city's compensation plan and all other benefit accruals to remain unchanged. Exhibits Resolution 7590 Eliminate Fire Chief Resolution 7591 Honor Fire Chief 336 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO.7590 RESOLUTION TERMINATING EMPLOYMENT OF FULL-TIME ORONO FIRE CHIEF WHEREAS,the city of Orono currently employs a full-time Fire Chief to lead the department in providing firefighting and emergency services to its residents; and WHEREAS, the city of Orono has determined that a full-time Fire Chief is no longer necessary; and WHEREAS,James Van Eyll has been employed since December 30, 2022 as Fire Chief of the city of Orono Fire Department; and WHEREAS, James Van Eyll has performed the duties and responsibilities of Fire Chief under law, city code, job description, and other governing documents; and WHEREAS, Orono recognizes James Van Eyll’s length of service to the city and performance of such duties and responsibilities; and WHEREAS, Orono and James Van Eyll’s Employment Agreement provides that: “should the city terminate the employment of the Fire Chief without cause, he will receive six (6) months severance pay and benefits at the rate and levels then in effect for the Fire Chief (but excluding access to a take- home vehicle).” RESOLVED that the Orono City Council herby eliminates its full-time Fire Chief and creates a part-time Fire Chief effective May 16, 2025. FURTHER, the city terminates James Van Eyll’s employment and authorizes his layoff effective May 16, 2025 and his severance pay and benefits shall commence on May 16, 2025. FURTHER, in consideration for James Van Eyll’ Employment Agreement, Orono will: A. Pay James Van Eyll through payroll: (a) a one-time lump sum payment; and (b) an amount equivalent to his accumulated paid time off as required. These payments are subject to any required deductions and/or withholdings. The one-time lump sum payment is equivalent to six months of James Van Eyll’s salary. City makes no representations to James Van Eyll as to the proper tax treatment of this payment to him. B. Contribute through November 2025 towards and directly to an employer-sponsored group insurance plan if and while Orono is legally required to cover James Van Eyll and he is covered under such plan. The amount of contribution will be equivalent to the amount that it would 337 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO.7590 contribute if he were employed by Orono during such time, excluding any contributions that would require related processing through payroll or subject to payroll taxes. Adopted by the City Council of Orono, Minnesota at a regular meeting held on May 12, 2025. ATTEST:CITY OF ORONO _____________________________________________________________________ Christine Lusian, City Clerk Bob Tunheim, Mayor 338 A RESOLUTION OF APPRECIATION TO JAMES VAN EYLL FOR 18 YEARS OF DEDICATED SERVICE RESOLUTION 7591 WHEREAS, Chief James Van Eyll set the example for his fellow public servants with his positive attitude, calm demeanor,and service focus mindset as the Orono Fire Chief in; and WHEREAS,James Van Eyll was appointed Fire Chief of Orono in December 2022, following 15 years of dedicated service to the community as the Fire Chief of Long Lake; and WHEREAS,James Van Eyll led the efforts to stand up a new highly professional and modern department based on a hybrid organizational model that integrates volunteer (paid- on-call), part time and full-time firefighters. He championed the creation of a highly effective duty crew program, ensuring the provision of comprehensive emergency services to the community.Through his leadership, he built a team of dedicated firefighters, united by shared values and a strong commitment to public safety;and WHEREAS,under James Van Eyll’s leadership, a diverse team of firefighters from varying backgrounds and experiences came together under a shared mission and set of values, forming a highly effective emergency management team. His ability to unite individuals with different perspectives into a cohesive and mission-driven unit was key to the department’s success.;and WHEREAS,James Van Eyll’s 18 years of service have been marked by professionalism, expertise, and an unwavering dedication to delivering the highest quality emergency services to the city and its residents.; and RESOLVED, that the Orono City Council, staff, and residents express their deepest appreciation and gratitude to James Van Eyll for his dedicated service to the community as Fire Chief of Orono, Minnesota. Adopted by the City Council of Orono, Minnesota at a regular meeting held on May 12 2025. ATTEST:CITY OF ORONO ____________________________________________________ Christine Lusian, City Clerk Bob Tunheim, Mayor 339