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04-22-2024 CC Agenda Packet
Agenda City Council Meeting Monday, April 22, 2024, 6:00 PM City Council Chambers | 2780 Kelley Parkway, Orono, MN 55356 952-249-4600 /https://www.oronomn.gov/ 1. City Council Minutes 2. Claims/Bills 3. Work Session Schedule 4. 975 Long Bridge Lane, Paul and Andrea Scott -Â Encroachment Agreement & Resolution No. 7472 5. #LA24-000010, Westwood Professional Services o/b/o Wayzata Country Club, 200 Wayzata Boulevard West, Interim Use Permit (IUP)-Resolution 7471 6. 485 Orono Orchard Rd S, Assent to Registration and Row of Way Easement Agreements- Resolution #7474 7. LA24-000008, GreenWood Design Build o/b/o Brenda Iversen, 1850 Lakeside Trail, Variance - Â Resolution No. 7473 8. LA24-000004 - Tom Ryan, 2245 Watertown Road, Final Plat - Resolution No. 7466 9. Update for Holiday pay 10. Updating our membership into the Hennepin County Fire Chiefs Association 11. Cooperative Agreement with Three Rivers Park District for the Dakota Luce Line Trail Connector Project 12. Public Works maintenance worker resignation and recruitment of a full time public works maintenance worker. 13. First Quarter Financial Update 14. Review Council Committee Reports Roll Call Pledge of Allegiance Approval of Agenda Consent Agenda Finance Report Parks Report Public Safety Report Attorney Report City Administrator/Engineer Report Council Committee Reports Public Comments - (Limit 3 Minutes per Person) Sign up for email notifications at https://www.oronomn.gov/ 1 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. The council will first open the podium to Orono residents before opening the podium to any member of the public wishing to address the council. Mayor/Council Report Adjournment Upcoming Events Apr 27 Clean Up Day Apr 30 Election Day (Special Primary) May 7 Park Commission May 14 Election Day (Special General) Sign up for email notifications at https://www.oronomn.gov/ 2 Date: April 22, 2024 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 and the City Council Work Session Minutes of April 8, 2024 2.Staff Recommendation: Approve the City Council regular meeting and work session minutes. AGENDA ITEM COUNCIL ACTION REQUESTED Approve the City Council Work Session and Regular Meeting Minutes of April 8, 2024. Exhibits 04-08-2024 CC Minutes - work session 04-08-2024 CC Minutes 3 Minutes City Council Work Session Monday, April 8, 2024, 5:00 PM City Council Chambers | 2780 Kelley Parkway, Orono, MN 55356 ROLL CALL City Council members present: Mayor Dennis Walsh, City Council Members Alisa Benson, Matt Johnson, and Maria Veach. Staff present: City Administrator/Engineer Adam Edwards and City Clerk Christine Lusian. MINUTES OF PUBLIC MEETINGS Administrator Edwards introduced the topic of minutes, requirements, past practice and recent direction. Council talked about their value of transparency to the public in conducting business and ensuring actions and votes are clear and easy to find. City Clerk Lusian noted that the minutes are in full compliance with best practices and all laws and regulations, including city code, open meeting law, and retention. Administrator Edwards shared a training slide from a previous year as a refresher on the standards for minutes. Council members spoke about the desire to maintain an optional record of public opinions and discussions, in which they supported with an investment last year in recording and transcript services.Council also discussed the need for information outreach and education for continuity of services and customer service during service transitions and improvements. STREETS MAINTENANCE Administrator Edwards introduced the topic of preventative pavement maintenance planning for next year, including inspection, assessment, funding. Council discussed the recommended streets for 2025, including Kelley, Lydiard, Carman, Ferndale, and Brown, as well as those for 2026 and beyond, like Spring Hill, Old Long Lake Road, North Arm, Garden, Dickey Lake, Spruce, Linden, Dahl, Loma Linda, Forest Lake, Fagerness, Webb, Concordia, Crestview, Myrtlewood, Hackberry, Elm, Maple. Council discussed the various funding resources, including nine miles of state aid roads, which returns state gas tax to municipalities. ADJOURNMENT Work session ended at 5:50 p.m. ATTEST:CITY COUNCIL ________________________________________________________________________ Christine Lusian, City Clerk Dennis Walsh, Mayor 4 Minutes City Council Regular Meeting Monday, April 8, 2024, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 Page 1 of 5 Mayor Walsh called the meeting to order at 6:00 p.m., followed by the Pledge of Allegiance. ROLL CALL Orono City Council members present: Mayor Dennis Walsh, City Council Members Matt Johnson,Alisa Benson, Richard Crosby III, and Maria Veach. Staff present were City Attorney Soren Mattick, City Administrator/Engineer Adam Edwards,Fire Chief James Van Eyll,City Planner Natalie Nye, City Planner Melanie Curtis and Community Development Director Laura Oakden. PLEDGE OF ALLEGIANCE APPROVAL OF AGENDA CONSENT AGENDA 1.City Council Meeting Minutes March 11, 2024 2.Claims/Bills 3.Rental Licenses 4.Grant for Safety Vehicle –Resolution 7461 5.Grant for Police Officer –Resolution 7462 6.Contract for Scheduling Software –Resolution 7467 This item was removed from the consent agenda 7.Donation for Police Equipment –Resolution 7468 8.Hire Parks Maintenance Employee 9.Hire Seasonal Brush Site Attendants 10.Big Island Dock Rental License and Contract Amendment 11.LA24-000013, City Code Text Amendments, Chapters 54,78, and94Â-Ordinance Nos.302, 303 and 304, Third Series 12.LA24-000009, Revision LLC, 797 Ferndale Road N, Variances-Resolution7463 This item was removed from the consent agenda 13.LA24-000011, Robey Construction o/b/o Steve Streich,1487 Shoreline Dr, Variances-Resolution No.7464 14.LA24-000012, Robert Breon, 2700 Casco Point Road, Variances-Resolution7465 Crosby moved, Johnson seconded, to approve the Consent Agenda with Items 6 and 12 removed. VOTE: Ayes 5, Nays 0. COMMUNITY DEVELOPMENT REPORT 12. LA-000009, Revision LLC, 797 Ferndale Road N, Variances-Resolution 7463 The City Council is requested to review the Staff report, receive a presentation, and discuss and adopt the resolution adopting Resolution 7463 for a variance request for average lakeshore setback in order to make the site buildable. 5 Minutes City Council Regular Meeting Monday, April 8, 2024, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 Page 2 of 5 The Council discussed the item and asked questions of staff and the applicant, John Daley with Vision 153 Wayzata. Johnson moved, Veach seconded, to adopt Resolution 7463 for a variance to average lakeshore setback for 797 Ferndale Rd. N.VOTE: Ayes 5, Nays 0. 15.LA24-000008,GreenWood Design Build o/b/o Brenda Iversen,1850 Lakeside Trail,Variance The City Council is requested to review the Staff report, receive a presentation, and discuss and provide feedback to staff for a resolution on a requested variance for driveway width. The Council discussed the item and asked questions of staff and the applicant, Doug Cutting of GreenWood Design Build. Johnson moved, Crosby seconded, to direct staff to draft a resolution of approval for a driveway of 12 feet with 8 feet of asphalt.VOTE: Ayes 5, Nays 0. The Council also directed staff to review the existing limit for 8-foot wide driveways in that area. 16.975 Long Bridge Lane, Outdoor Escapes and Hendell Homes o/b/o Paul and Andrea Scott Encroachment Agreements The City Council is requested to review the Staff report, receive a presentation, and discuss and provide direction concerning existing encroachments. The Council discussed the item and asked questions of staff and the applicant,Hans Frees, Outdoor Excapes. Johnson moved, Benson seconded, to direct staff to draft a resolution permitting the septic tank in the existing location and requiring removal of the encroaching portion of the retaining wall. VOTE: Ayes 5, Nays 0. Community Development Director Oakden presented information on building permit revenue year to date and other Community Development Department activities. PUBLIC SAFETY REPORT 6. Contract for Scheduling Software –Resolution 7467 The City Council is requested to review the Staff report, receive a presentation, and discuss and adopt Resolution 7467 for fire department scheduling software. Walsh moved, Johnson seconded, to adopt Resolution 7467 approving the contract with Vector Solutions for scheduling software for the Orono Fire Department. VOTE: Ayes 4, Nays 1 (Benson). 17.Pay for On-Call and Certifications 6 Minutes City Council Regular Meeting Monday, April 8, 2024, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 Page 3 of 5 The City Council is requested to review the Staff report, receive a presentation, and discuss and adopt the resolution approving pay for on-call and EMT certification and holidays for fire fighters. The Council discussed the item and asked questions of staff. Crosby moved, Johnson seconded, to approve pay for on-call, certification and holidays as proposed. VOTE: Ayes 3, Nays 1 (Benson), Abstain 1 (Veach). 18.Hire Part-time Fire Fighters The City Council is requested to review the Staff report, receive a presentation, and discuss and approve the hiring of two part-time fire fighters. The Council discussed the item and asked questions of staff. Veach moved, Crosby seconded, to approve conditional job offers to two part-time fire fighters, Tom Brown and Matt Hoover at $20 per hour as of April 9,2024. VOTE: Ayes 4, Nays 1 (Benson). Fire Chief Van Eyll, continuing the Public Safety Report, gave a presentation on planned,existing and pending staffing levels for the Orono Fire Department,expected equipment deliveries and space remodeling for July 1, 2024 and Jan 1, 2026. ATTORNEY REPORT City Attorney Mattick said he would have updates during the closed session. CITY ADMINISTRATOR/ENGINEER REPORT 19.Consider Public Road Petition (Mr. Ryan Ortlip) The City Council is requested to review the Staff report, receive a presentation, and discuss and give feedback to staff on possible construction of a new public street requested to serve West Branch Road The Council discussed the item and asked questions of staff and the petitioner, Ryan Ortlip, 4685 West Branch Rd.and a neighbor, Erin Truskoski, 4665 West Branch Rd. Council members indicated no interest in a public road but suggested the applicant make a storm water application and work with City staff and neighbors to see if there is a solution involving the City right-of- way. 20.Award Contract for 2024 Street Maintenance Project The City Council is requested to review the Staff report, receive a presentation, open a public hearing, and award the contract for the 2024 street maintenance project to the low bidder. The Council discussed the item and asked questions of staff. 7 Minutes City Council Regular Meeting Monday, April 8, 2024, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 Page 4 of 5 Johnson moved, Crosby seconded, to award the 2024 street maintenance project to GMH Asphalt for $728,873.30 and authorize Bolton and Menk to conduct project oversight for a fee not to exceed $150,000. VOTE: Ayes 5, Nays 0. 21.Work Session Schedule City Administrator Edwards went over dates and topics for future work sessions. Walsh moved, Crosby seconded, to accept the agenda item topics as presented and canceling the April 22 work session.VOTE: Ayes 5, Nays 0. Edwards reported on engineering items including an update on the status of the new public works facility construction. COUNCIL COMMITTEE REPORTS 22.Review Council Committee Reports Council members reported on meetings of the Long Lake Fire Advisory Committee, the Police Committee and Human Resources committee. RECESS & RECONVENE Mayor Walsh recessed the meeting at 8:04 p.m. The meeting was reconvened at 8:09 p.m. PUBLIC COMMENTS Gabriel Jabbour, 985 Tonkawa Rd; Prem Shunmugavelu,793 Ferndale Rd, N.;Mark Doepke, 265 Hollander Rd.; Jennifer Grudnowski, 793 Ferndale Rd. N; Nancy Brantingham, 3185 County Rd. 6; Claire Berrett, 1085 Brown Rd. S; Jim Elder, 195 South Brown Rd.; Eleanor Winston, 765 Spring Hill Rd;Lindsay Freeman, 190 Cygnet Place; Kelly Prchal, 4705 Watertown Rd.; Penny Saiki, 2874 Casco Point Rd.;Brian Turbeville, 997 Wildhurst Trail; Richie Anderson, 3205 Crystal Bay Rd;Jay Nygard, 1386 Rest Point Rd.; Kelly Grady, 271 Greenhill Lane, Long Lake; and Brad Ericson,21150 Horseshoe Lane, Corcoran provided comments. MAYOR/COUNCIL REPORT Mayor and Council provided reports. CLOSED SESSION 23.Closed Session to discuss Long Lake vs. Orono Litigations Johnson moved, Veach seconded, to enter into closed session at 8:30 p.m., as permitted by Section 13D.05 sub. 3b to hold confidential attorney/client privilege discussion concerning litigation between Orono and Long Lake. VOTE: Ayes 5, Nays 0. 8 Minutes City Council Regular Meeting Monday, April 8, 2024, 6:00 PM City Council Chambers 2780 Kelley Parkway, Orono, MN 55356 Page 5 of 5 (The City Council was in closed session from 9:30 p.m. to 9:XX p.m.) Crosby moved, Veach seconded, to reopen the Orono City Council meeting at 9:XX p.m. VOTE: Ayes 5, Nays 0. ADJOURNMENT Crosby moved, Johnson seconded, to adjourn the meeting at __p.m.to Monday, April 22, 2024 at 6:00 p.m.VOTE: Ayes 5, Nays 0. ATTEST: ____________________________________________________________________________ Christine Lusian, City Clerk Dennis Walsh, Mayor Minutes approved by Orono City Council __, 2024. Meeting videos and transcripts available at oronomn.gov. 9 Date: April 22, 2024 Item: 2 Presenter: Alicia Johnson, Resource Management Technician 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 123266 to 123344 and ACH transactions 20130457 to 20130461 totaling $659,973.72. 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 2024-04-22.pdf 10 City of Orono Check Register - COUNCIL REPORT Page: 1 Check Issue Dates: 4/8/2024 - 4/22/2024 Apr 17, 2024 11:26AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount TRESSIE & CHAD SCHWARZE 04/08/2024 123266 RPS22-0001 101-22205 ESCROW REFUND - RPS22-000167 - 2860 LILLIA 1,000.00 Total 123266:1,000.00 Petty Cash 04/10/2024 123267 2023 GC EX 613-10300 GOLF COURSE CHANGE FUND 82.22 Total 123267:82.22 BCA TRAINING & DEVELOPMEN 04/15/2024 123268 34453 101-42110-437 DMT-G ONLINE RECERT, FOURNIER Police Department 75.00 Total 123268:75.00 DVS 04/15/2024 123269 1C4RDJDF1 101-42110-441 TABS #261 Police Department 16.25 Total 123269:16.25 MHSRC/Range 04/15/2024 123270 337900-1075 101-42110-437 TRAINING - EVOC/PIT REFRESHER/SCHAUER Police Department 510.00 Total 123270:510.00 ACME TOOLS 04/22/2024 123271 12610073 701-49800-240 OIL TRANSFER PUMP 229.00 Total 123271:229.00 ACROSS THE STREET PRODU 04/22/2024 123272 25262 101-42260-437 BLUECARD TRAINING CONFERENCE Fire Protection Services 415.00 Total 123272:415.00 AT&T MOBILTY 04/22/2024 123273 2873263270 101-41900-321 MOBILE SERVICE/AT&T Central Services 1,819.79 AT&T MOBILTY 04/22/2024 123273 2873263283 101-43100-321 AT&T BILL 2/26/24-3/25/24 Brush Site 76.46 AT&T MOBILTY 04/22/2024 123273 2873263283 101-42400-321 AT&T BILL 2/26/24-3/25/24 Building & Zoning 165.96 AT&T MOBILTY 04/22/2024 123273 2873263283 101-45200-321 AT&T BILL 2/26/24-3/25/24 Parks 114.69 AT&T MOBILTY 04/22/2024 123273 2873263283 101-43000-321 AT&T BILL 2/26/24-3/25/24 Public Works Department 427.05 AT&T MOBILTY 04/22/2024 123273 2873263283 101-41900-321 AT&T BILL 2/26/24-3/25/24 Central Services 323.84 AT&T MOBILTY 04/22/2024 123273 2873263283 601-49400-321 AT&T BILL 2/26/24-3/25/24 121.21 AT&T MOBILTY 04/22/2024 123273 2873263283 602-49450-321 AT&T BILL 2/26/24-3/25/24 Sewer 82.98 Total 123273:3,131.98 BEAUDRY OIL & SERVICE INC 04/22/2024 123274 2604452 701-49800-212 DIESEL FUEL 1,637.44 11 City of Orono Check Register - COUNCIL REPORT Page: 2 Check Issue Dates: 4/8/2024 - 4/22/2024 Apr 17, 2024 11:26AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount BEAUDRY OIL & SERVICE INC 04/22/2024 123274 2604453 701-49800-212 UNLEADED FUEL 5,305.59 BEAUDRY OIL & SERVICE INC 04/22/2024 123274 2609818 701-49800-212 DIESEL FUEL 1,536.44 BEAUDRY OIL & SERVICE INC 04/22/2024 123274 2609840 701-49800-213 BULK OIL 10,598.92 Total 123274:19,078.39 BOLTON & MENK INC.04/22/2024 123275 0333465 602-16500 22-021 FORCEMAIN REPLACEMENT (TONKAWA)298.50 BOLTON & MENK INC.04/22/2024 123275 0333466 602-16500 24-014 SANITARY SEWER REHAB (CIPP)785.00 BOLTON & MENK INC.04/22/2024 123275 0333467 101-43280-304 LA21-000037 ORCHARD CREEK Special Services 74.50 BOLTON & MENK INC.04/22/2024 123275 0333468 101-43280-304 LA21-000036 ORONO CROSSINGS Special Services 654.50 BOLTON & MENK INC.04/22/2024 123275 0333469 101-43280-304 LA14-3687 NORTHERN OAKS DEVELOPMENT Special Services 522.50 BOLTON & MENK INC.04/22/2024 123275 0333470 602-49450-305 GIS MAINTENANCE SEWER Sewer 302.00 BOLTON & MENK INC.04/22/2024 123275 0333470 101-43050-319 GIS MAINTENANCE WATER Public Works - Spring Park 367.50 BOLTON & MENK INC.04/22/2024 123275 0333470 651-49910-305 GIS MAINTENANCE STORM SEWER Storm Water 367.50 BOLTON & MENK INC.04/22/2024 123275 0333470 101-43170-305 GIS MAINTENANCE GENERAL Engineering 513.00 BOLTON & MENK INC.04/22/2024 123275 0333470 101-42400-305 GIS FOR CDD Building & Zoning 171.00 BOLTON & MENK INC.04/22/2024 123275 0333470 101-43170-305 GIS MAINTENANCE GENERAL Engineering 327.50 BOLTON & MENK INC.04/22/2024 123275 0333470 602-49450-305 GIS MAINTENANCE SEWER CARTEGRAPH Sewer 1,837.00 BOLTON & MENK INC.04/22/2024 123275 0333471 234-45680-304 24-026 LURTON PARK PARKING LOT 2,140.00 BOLTON & MENK INC.04/22/2024 123275 0333472 408-48800-590 SURVEY WORK FOR CDD 44.00 BOLTON & MENK INC.04/22/2024 123275 0333473 435-48978-304 24-001 2024 STREETS IMPROVEMENTS PROJE 9,604.50 Total 123275:18,009.00 BOUND TREE MEDICAL LLC 04/22/2024 123276 65726815 101-42260-219 MEDICAL SUPPLIES Fire Protection Services 2,088.85 BOUND TREE MEDICAL LLC 04/22/2024 123276 65726816 101-42260-219 MEDICAL SUPPLIES Fire Protection Services 32.01 Total 123276:2,120.86 Bratt Tree Company 04/22/2024 123277 13016 101-43000-405 TREE REMOVAL IN ROW TASK 83925 Public Works Department 5,000.00 Total 123277:5,000.00 BRIDGESTONE GOLF INC 04/22/2024 123278 INV-1003222 613-49830-095 GOLF BALLS Golf Course 1,647.23 Total 123278:1,647.23 CAMPBELL KNUTSON 04/22/2024 123279 2717-0000G 101-41600-307 ADMINISTRATION/GENERAL MATTERS 03/24 Law/Legal Services 3,728.21 CAMPBELL KNUTSON 04/22/2024 123279 2717-0004G 101-42110-307 POLICE MATTERS 03/24 Police Department 119.00 CAMPBELL KNUTSON 04/22/2024 123279 2717-0201G 101-41600-307 MISC RECORDINGS 3/24 Law/Legal Services 1,032.41 12 City of Orono Check Register - COUNCIL REPORT Page: 3 Check Issue Dates: 4/8/2024 - 4/22/2024 Apr 17, 2024 11:26AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount CAMPBELL KNUTSON 04/22/2024 123279 2717-0740G 703-49960-379 LITIGATION - MERA CLAIM 12,009.45 CAMPBELL KNUTSON 04/22/2024 123279 2717-0801G 101-41600-307 COUNCIL MEETINGS 03/24 Law/Legal Services 714.00 CAMPBELL KNUTSON 04/22/2024 123279 2717-0802G 101-42400-307 B&Z ASSISTANCE 03/24 Building & Zoning 918.00 CAMPBELL KNUTSON 04/22/2024 123279 2717-0803G 101-41600-307 ORDINANCES 3/24 Law/Legal Services 476.00 CAMPBELL KNUTSON 04/22/2024 123279 2717-0896G 101-43280-307 LA23-000062 3838 CHERRY AVE Special Services 110.00 CAMPBELL KNUTSON 04/22/2024 123279 2717-0901G 101-43280-307 RPS24-000019 1020 OLD CRYSTAL BAY RD S Special Services 397.00 CAMPBELL KNUTSON 04/22/2024 123279 2717-0902G 101-43280-307 LA24-000003 2480 CARMAN STREET Special Services 82.50 CAMPBELL KNUTSON 04/22/2024 123279 2717-0903G 101-43280-307 LA24-000014 2745 KELLEY PARKWAY Special Services 82.50 Total 123279:19,669.07 CENTERPOINT ENERGY MAIN 04/22/2024 123280 03.2024 - 13 602-49450-381 GAS SERVICE 1377 VINE PL 02/21/24-03/21/24 Sewer 20.54 Total 123280:20.54 CENTRAL PENSION FUND SOU 04/22/2024 123281 041824 - FU 101-21705 CENTRAL PENSION FUND 0041824 1,043.50 Total 123281:1,043.50 Century Link 04/22/2024 123282 04.2024 WP 601-49400-321 WTP PHONE/INTERNET 04/04/24-5/03/2024 141.76 Total 123282:141.76 CITY OF LONG LAKE 04/22/2024 123283 03.2024 UTIL 602-49450-387 MARCH 2024 SEWER Sewer 1,659.10 CITY OF LONG LAKE 04/22/2024 123283 03.2024 UTIL 601-49400-387 MARCH 2024 WATER 1,330.17 Total 123283:2,989.27 CITY OF MINNETONKA BEACH 04/22/2024 123284 2024 1ST QT 602-49450-387 2024 1ST QTR SEWER SERVICE Sewer 199.50 Total 123284:199.50 CITY OF MOUND 04/22/2024 123285 2024 OVER 101-35105 2024 OVERWEIGHT ADMIN CITATIONS 195.00 Total 123285:195.00 CORE & MAIN 04/22/2024 123286 T969437 601-49400-227 REPAIR TOPS FOR CURB STOPS 1,513.25 Total 123286:1,513.25 13 City of Orono Check Register - COUNCIL REPORT Page: 4 Check Issue Dates: 4/8/2024 - 4/22/2024 Apr 17, 2024 11:26AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount DITTER INC.04/22/2024 123287 i19473 101-42110-404 SPRING AC MAINTENANCE - REPLACED FILTER Police Department 1,558.38 Total 123287:1,558.38 DOCK & LIFT INC 04/22/2024 123288 515060 101-41900-404 JEREMY'S DOCK INSTALL (BIG ISLAND)Central Services 342.00 Total 123288:342.00 EBERT INC 04/22/2024 123289 PW PAY APP 440-20600 21-039 NEW PUBLIC WORK FACILITY CONSTRU 22,108.18- EBERT INC 04/22/2024 123289 PW PAY APP 440-48970-520 21-039 NEW PUBLIC WORK FACILITY CONSTRU 442,163.39 Total 123289:420,055.21 EDWARD HELD 04/22/2024 123290 POS REFUN 602-37690 REFUND OVERPAYMENT 10.00 Total 123290:10.00 FACTORY MOTOR PARTS 04/22/2024 123291 1-9598744 701-49800-222 PD 264 WATERPUMP 202.71 FACTORY MOTOR PARTS 04/22/2024 123291 19605957 701-49800-222 ENGINE COOLANT HOSE ASSEMBLY 163.71 FACTORY MOTOR PARTS 04/22/2024 123291 69-519551 701-49800-222 THERMOSTAT 30.71 FACTORY MOTOR PARTS 04/22/2024 123291 70-557194 701-49800-222 PD 264 A/C CONDENSOR 161.44 Total 123291:558.57 FAUL PSYCHOLOGICAL 04/22/2024 123292 1913 101-42260-305 PSYCH TESTING FOR BROWN AND HOOVER Fire Protection Services 1,330.00 Total 123292:1,330.00 Ferguson Enterprises LLC #3326 04/22/2024 123293 0258158 602-49450-489 LOCATE FLAGS Sewer 405.62 Total 123293:405.62 FERGUSON WATERWORKS #25 04/22/2024 123294 0513680 601-49400-227 1" METERS FOR RESALE 3,382.67 FERGUSON WATERWORKS #25 04/22/2024 123294 0521802-1 601-49400-227 1" METERS FOR RESALE 882.76 Total 123294:4,265.43 FIDELITY SECURITY LIFE INSU 04/22/2024 123295 04.2024 VISI 101-21716 VISION PLAN 04.2024 319.67 14 City of Orono Check Register - COUNCIL REPORT Page: 5 Check Issue Dates: 4/8/2024 - 4/22/2024 Apr 17, 2024 11:26AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 123295:319.67 GENUINE PARTS COMPANY/NA 04/22/2024 123296 3270-595220 701-49800-222 PD AIR FILTERS 239.84 GENUINE PARTS COMPANY/NA 04/22/2024 123296 3270-595440 701-49800-222 VEHICLE PART RETURN 164.45- GENUINE PARTS COMPANY/NA 04/22/2024 123296 3270-595467 701-49800-221 TRUCK 711 AUX ENGINE BATTERY 185.24 GENUINE PARTS COMPANY/NA 04/22/2024 123296 3270-595484 701-49800-221 SMALL SWEEPER FILTERS 76.90 GENUINE PARTS COMPANY/NA 04/22/2024 123296 3270-595503 701-49800-221 SMALL SWEEPER BATTERY 141.53 GENUINE PARTS COMPANY/NA 04/22/2024 123296 3270-595530 701-49800-221 EQUIPMENT FILTERS 107.71 GENUINE PARTS COMPANY/NA 04/22/2024 123296 3270-595533 701-49800-221 EQUIPMENT FILTER 14.87 GENUINE PARTS COMPANY/NA 04/22/2024 123296 3270-595660 701-49800-222 PARTS RETURN 65.94- GENUINE PARTS COMPANY/NA 04/22/2024 123296 3270-595737 701-49800-212 GAS PUMP FILTER 30.99 GENUINE PARTS COMPANY/NA 04/22/2024 123296 3270-595776 701-49800-222 BATTERY CORE 18.00- GENUINE PARTS COMPANY/NA 04/22/2024 123296 3270-595897 701-49800-215 SHOP SUPPLIES 42.20 GENUINE PARTS COMPANY/NA 04/22/2024 123296 3270-595941 701-49800-222 PD RADIATORS 36.96 GENUINE PARTS COMPANY/NA 04/22/2024 123296 596143 701-49800-240 HEAD GASKET TESTER 42.83 Total 123296:670.68 GOPHER ACE 04/22/2024 123297 019905/1 613-49830-223 ROPE Golf Course 25.00 GOPHER ACE 04/22/2024 123297 019939/1 101-41900-404 BUILDING REPAIR Central Services 25.97 GOPHER ACE 04/22/2024 123297 19761/1 701-49800-221 BRINE TANK HARDWARE 26.69 GOPHER ACE 04/22/2024 123297 19783/1 701-49800-215 BRINE TANK HARDWARE 60.68 GOPHER ACE 04/22/2024 123297 19796/1 701-49800-215 BRINE TANK BOLTS .55 GOPHER ACE 04/22/2024 123297 19850/1 701-49800-221 PARTS 2.59 GOPHER ACE 04/22/2024 123297 19862/1 101-41900-223 CLEANING SUPPLIES Central Services 40.75 GOPHER ACE 04/22/2024 123297 19864/1 101-43000-224 QUIKRETE CEMEMT Public Works Department 15.18 GOPHER ACE 04/22/2024 123297 19881/1 701-49800-240 PUMP HOSE AND FITTINGS 64.23 Total 123297:261.64 HACH CHEMICAL CO 04/22/2024 123298 13992446 601-49400-216 WATER PLANT CHEMICALS 545.22 Total 123298:545.22 HENNEPIN COUNTY TREASUR 04/22/2024 123299 1000224324 101-41600-309 JAIL CHARGES/ALL CITIES Law/Legal Services 438.88 HENNEPIN COUNTY TREASUR 04/22/2024 123299 1000225065 101-42110-414 HC RADIO/MDC LEASE FEE Police Department 2,758.84 HENNEPIN COUNTY TREASUR 04/22/2024 123299 1000225088 101-43000-415 PW RADIO LEASE 3/1-31/2024 Public Works Department 305.58 15 City of Orono Check Register - COUNCIL REPORT Page: 6 Check Issue Dates: 4/8/2024 - 4/22/2024 Apr 17, 2024 11:26AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 123299:3,503.30 HERITAGE GLASS COMPANY 04/22/2024 123300 23212 101-42110-402 269 WINDSHIELD Police Department 718.69 Total 123300:718.69 International Union Local #49 04/22/2024 123301 041824 DUE 101-21707 LOCAL 49 DUES - 04/2024 472.50 Total 123301:472.50 IRV FISH 04/22/2024 123302 LA24-000009 101-22205 ESCROW REFUND - LA24-000009 - 797 FERNDA 700.00 Total 123302:700.00 JIVASOFT CORPORATION 04/22/2024 123303 3674 101-42110-311 JIVASOFT SCHEDULE LICENSING Police Department 1,000.00 Total 123303:1,000.00 JOSHUA SCHAUER 04/22/2024 123304 04.2024 REI 101-42110-212 FUEL AT TRAINING/SCHAUER Police Department 16.17 Total 123304:16.17 LAW ENFORCEMENT LABOR S 04/22/2024 123305 04.2024 DUE 101-21707 LELS DUES - LOCAL 168 04/2024 352.50 LAW ENFORCEMENT LABOR S 04/22/2024 123305 04.2024 DUE 101-21707 LELS DUES - LOCAL 40 04/2024 1,428.08 Total 123305:1,780.58 LEBRISIA IVERSEN 04/22/2024 123306 RBG24-0000 101-32510 PERMIT REFUND- RBG24-000028 - 4448 NORTH 715.92 LEBRISIA IVERSEN 04/22/2024 123306 RBG24-0000 101-20802 PERMIT REFUND- RBG24-000028 - 4448 NORTH 25.00 Total 123306:740.92 LEOWEBPROTECT.com 04/22/2024 123307 8037796573 101-42110-433 MONTHLY SUBSCRIPTION 4/24 Police Department 143.06 Total 123307:143.06 MACQUEEN EQUIPMENT LLC 04/22/2024 123308 P27972 415-42260-580 MISC EQUIP FOR RESCUE PUMPER 309.62 MACQUEEN EQUIPMENT LLC 04/22/2024 123308 P28000 415-42260-580 MISC EQUIP FOR RESCUE PUMPER 608.39 MACQUEEN EQUIPMENT LLC 04/22/2024 123308 P28030 415-42260-580 MISC EQUIP FOR RESCUE PUMPER 1,070.22 16 City of Orono Check Register - COUNCIL REPORT Page: 7 Check Issue Dates: 4/8/2024 - 4/22/2024 Apr 17, 2024 11:26AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount MACQUEEN EQUIPMENT LLC 04/22/2024 123308 p28097 415-42260-580 MISC EQUIP FOR RESCUE PUMPER 349.68 MACQUEEN EQUIPMENT LLC 04/22/2024 123308 P28344 415-42260-580 MISC EQUIP FOR RESCUE PUMPER 909.49 MACQUEEN EQUIPMENT LLC 04/22/2024 123308 P28479 415-42260-580 GLOVES FOR NEW FFS 189.80 MACQUEEN EQUIPMENT LLC 04/22/2024 123308 P28559 415-42260-580 LADDERS FOR RESCUE PUMPER 2,377.15 Total 123308:5,814.35 MISSION COMMUNICATIONS LL 04/22/2024 123309 1086359 602-49450-406 MISSION ANNUAL SERVICE Sewer 5,799.40 Total 123309:5,799.40 MN CHIEF OF POLICE ASSN 04/22/2024 123310 15715 101-42110-437 TRAINING / WITTKE SPENCER Police Department 520.00 MN CHIEF OF POLICE ASSN 04/22/2024 123310 15716 101-42110-437 TRAINING / SILTALA Police Department 800.00 Total 123310:1,320.00 MNSPECT LLC 04/22/2024 123311 329421 101-42400-310 APRIL BUILDING SERVICES Building & Zoning 22.50 Total 123311:22.50 MTI DISTRIBUTING INC 04/22/2024 123312 1423442-00 613-49830-404 IRRIGATION PUMP REPAIR Golf Course 450.00 Total 123312:450.00 Myers Tire Supply Distribution, Inc 04/22/2024 123313 41604035 701-49800-215 TIRE MACHINE SUPPLIES 60.90 Total 123313:60.90 NAVARRE HARDWARE 04/22/2024 123314 345857 101-42110-201 OFFICE SUPPLIES Police Department 21.98 Total 123314:21.98 NCPERS GROUP LIFE INS.04/22/2024 123315 6732000520 101-21710 PERA LIFE 5/2024 416.00 Total 123315:416.00 Newegg Business Inc 04/22/2024 123316 1304975972 710-49970-221 COUNCIL CHAMBERS COMPUTER 1,799.99 Newegg Business Inc 04/22/2024 123316 1304976169 710-49970-221 SQUAD PRINTER - PD 418.99 Newegg Business Inc 04/22/2024 123316 1304979972 710-49970-221 KEYBOARD - FIRE 86.40 Newegg Business Inc 04/22/2024 123316 1304980389 710-49970-221 MONITOR - FIRE 977.10 17 City of Orono Check Register - COUNCIL REPORT Page: 8 Check Issue Dates: 4/8/2024 - 4/22/2024 Apr 17, 2024 11:26AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Newegg Business Inc 04/22/2024 123316 1304980724 710-49970-221 COMPUTERS - FIRE 1,919.95 Total 123316:5,202.43 NOVA COMMUNICATIONS INC 04/22/2024 123317 IN-80009186 710-49970-401 PHONE SERVICE 12/23 227.28 NOVA COMMUNICATIONS INC 04/22/2024 123317 IN-80009186 710-49970-401 PHONE SERVICE 1/24 227.31 NOVA COMMUNICATIONS INC 04/22/2024 123317 IN-80009186 710-49970-401 PHONE SERVICE 2/24 227.31 NOVA COMMUNICATIONS INC 04/22/2024 123317 IN-80009186 710-49970-401 PHONE SERVICE 3/24 227.31 NOVA COMMUNICATIONS INC 04/22/2024 123317 IN-80009186 710-49970-401 PHONE SERVICE 4/24 226.84 Total 123317:1,136.05 OLSEN CHAIN AND CABLE INC 04/22/2024 123318 713563 701-49800-221 CRANE LIFTING SPREADER BAR 2,778.95 Total 123318:2,778.95 ON-SITE MEDICAL SERVICES I 04/22/2024 123319 236431 101-42110-437 ANNUAL HEARING TESTING - OPD Police Department 750.00 ON-SITE MEDICAL SERVICES I 04/22/2024 123319 236431 101-43000-319 ANNUAL HEARING TESTING - PW Public Works Department 750.00 Total 123319:1,500.00 OPD BUSINESS SOLUTIONS LL 04/22/2024 123320 3604714090 101-41900-201 PAPER PLATES Central Services 88.29 OPD BUSINESS SOLUTIONS LL 04/22/2024 123320 3604740790 101-41900-201 SMALL PAPER PLATES Central Services 16.36 OPD BUSINESS SOLUTIONS LL 04/22/2024 123320 3614067570 101-42110-201 OFFICE SUPPLIES Police Department 25.99 OPD BUSINESS SOLUTIONS LL 04/22/2024 123320 3614068580 101-42110-201 OFFICE SUPPLIES Police Department 38.49 OPD BUSINESS SOLUTIONS LL 04/22/2024 123320 3619784020 101-42110-201 OFFICE SUPPLIES Police Department 29.89 OPD BUSINESS SOLUTIONS LL 04/22/2024 123320 3619791840 101-42110-201 OFFICE SUPPLIES Police Department 38.49 Total 123320:237.51 OPEIU - LOCAL 12 04/22/2024 123321 04.2024 DUE 101-21707 UNION DUES - LOCAL 12 04/2024 826.00 Total 123321:826.00 Perry's Truck Repair 04/22/2024 123322 1433 701-49800-403 433 CHIPPER BOX DOOR MODIFCATIONS 208.00 Perry's Truck Repair 04/22/2024 123322 1962 701-49800-221 BOSS SNOWPLOW JACK LEG 40.25 Perry's Truck Repair 04/22/2024 123322 1972 701-49800-221 V PLOW SNOW DEFLECTOR 135.00 Perry's Truck Repair 04/22/2024 123322 1991 701-49800-221 WESTERN V SNOWPLOW PARTS 1,375.20 18 City of Orono Check Register - COUNCIL REPORT Page: 9 Check Issue Dates: 4/8/2024 - 4/22/2024 Apr 17, 2024 11:26AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 123322:1,758.45 Reinders Inc.04/22/2024 123323 3190931-00 613-49830-223 FLAGSTICKS Golf Course 407.01 Total 123323:407.01 ROBERT BREON 04/22/2024 123324 LA24-000012 101-22205 ESCROW REFUND - RPS24-000012 - 2700 CASC 700.00 Total 123324:700.00 RYAN AUTO MALL 04/22/2024 123325 260304 701-49800-221 PD 264 COOLER 163.91 RYAN AUTO MALL 04/22/2024 123325 260323 701-49800-222 PD DURANGO 454.18 Total 123325:618.09 SAFEASSURE CONSULTANTS 04/22/2024 123326 3557 601-49400-437 SAFETY TRAINING 1,747.96 SAFEASSURE CONSULTANTS 04/22/2024 123326 3557 101-43000-437 SAFETY TRAINING Public Works Department 1,747.97 SAFEASSURE CONSULTANTS 04/22/2024 123326 3557 602-49450-437 SAFETY TRAINING Sewer 1,747.96 Total 123326:5,243.89 SAFEBUILT LLC 04/22/2024 123327 348673 101-42400-310 STATE PLAN REVIEW Building & Zoning 250.00 Total 123327:250.00 SALT AND LIGHT PROPERTIS, L 04/22/2024 123328 35 HACKBE 999-10015 UB REFUND - 35 HACKBERRY HILL - SALT AND L 47.10 Total 123328:47.10 SECURITY & SOUND CO 04/22/2024 123329 28077 710-49970-401 COUNCIL CHAMBERS AUDIO/VIDEO ADJUSTME 459.00 Total 123329:459.00 STREICHERS POLICE EQUIP 04/22/2024 123330 I1686375 101-42110-226 UNIFORMS/MCCOY Police Department 273.00 STREICHERS POLICE EQUIP 04/22/2024 123330 I1686834 101-42110-226 UNIFORMS/HENNESSY Police Department 32.99 STREICHERS POLICE EQUIP 04/22/2024 123330 I1687599 101-42110-226 UNIFORMS/LYREK Police Department 74.99 STREICHERS POLICE EQUIP 04/22/2024 123330 I1688484 101-42110-226 UNIFORMS/RESERVE SCHNEIDER Police Department 54.99 STREICHERS POLICE EQUIP 04/22/2024 123330 I1688493 101-42110-226 UNIFORMS/MCCOY Police Department 71.98 STREICHERS POLICE EQUIP 04/22/2024 123330 I1689461 101-42110-226 UNIFORMS/SZCZEPANIK Police Department 51.98 19 City of Orono Check Register - COUNCIL REPORT Page: 10 Check Issue Dates: 4/8/2024 - 4/22/2024 Apr 17, 2024 11:26AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount STREICHERS POLICE EQUIP 04/22/2024 123330 I1689604 101-42110-437 UNIFORMS/SONNEK Police Department 232.98 STREICHERS POLICE EQUIP 04/22/2024 123330 I1689605 101-42110-437 UNIFORMS/THOMAS Police Department 48.00 STREICHERS POLICE EQUIP 04/22/2024 123330 I1690091 101-42110-437 UNIFORMS/MCCOY Police Department 129.00 STREICHERS POLICE EQUIP 04/22/2024 123330 I1690264 101-42110-437 UNIFORMS/SONNEK Police Department 11.99 STREICHERS POLICE EQUIP 04/22/2024 123330 I1690432 101-42110-437 UNIFORMS/CABLE Police Department 189.99 STREICHERS POLICE EQUIP 04/22/2024 123330 I1690494 101-42110-226 UNIFORMS/SCHAUER Police Department 150.00 Total 123330:1,321.89 SUN LIFE FINANCIAL 04/22/2024 123331 04.2024 LIFE 101-21710 LIFE INSURANCE - 04/2024 1,413.26 SUN LIFE FINANCIAL 04/22/2024 123331 04.2024 STD 101-21714 STD- 04/2024 1,110.40 Total 123331:2,523.66 TARGET SOLUTIONS LEARNIN 04/22/2024 123332 INV92282 710-49970-416 SCHEDULING SOFTWARE - FIRE 3,039.00 Total 123332:3,039.00 THE HARTFORD 04/22/2024 123333 04.2024 LTD 101-21713 LTD 04/2024 1,811.08 Total 123333:1,811.08 THOMSON REUTERS - WEST 04/22/2024 123334 849940939 101-42110-311 DATA PROCESSING/THOMSON REUTERS Police Department 302.99 Total 123334:302.99 TimeSaver Off Site Secretarial Inc 04/22/2024 123335 M29088 101-41300-319 CC MINUTES 4/8/2024 Administration 364.50 TimeSaver Off Site Secretarial Inc 04/22/2024 123335 M29088 101-42400-319 PLANNING COMMISSION MINUTES 3/18/2024 Building & Zoning 285.50 Total 123335:650.00 T-MOBILE USA INC 04/22/2024 123336 9554830557 101-42110-311 INVESTIGATIVE EXPENSES Police Department 25.00 Total 123336:25.00 US Bank Equipment Finance 04/22/2024 123337 527111405 710-49970-413 COPIERS - LEASE 1,323.51 US Bank Equipment Finance 04/22/2024 123337 527111405 710-49970-413 OVERAGE 185.59 Total 123337:1,509.10 20 City of Orono Check Register - COUNCIL REPORT Page: 11 Check Issue Dates: 4/8/2024 - 4/22/2024 Apr 17, 2024 11:26AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount WILDTHREADS 04/22/2024 123338 30626 101-43000-226 EMBROIDERING CLOTHES Public Works Department 55.00 Total 123338:55.00 WM CORPORATE SERVICES, IN 04/22/2024 123339 0111994-280 603-49500-316 RECYCLING APR 2024 19,277.92 WM CORPORATE SERVICES, IN 04/22/2024 123339 0111994-280 603-49500-444 ORGANICS MAR 2024 90.28 WM CORPORATE SERVICES, IN 04/22/2024 123339 0111994-280 603-49500-316 ADMIN FEE 04/2024 8.50 WM CORPORATE SERVICES, IN 04/22/2024 123339 7912438-159 603-49500-442 DUMPSTER FOR ROADSIDE DEBRIS 751.30 Total 123339:20,128.00 Wright-Hennepin Coop Electric 04/22/2024 123340 3503124822 101-43100-381 BRUSH SITE 03/01-04/01 Brush Site 31.35 Wright-Hennepin Coop Electric 04/22/2024 123340 3503124822 613-49830-381 GC SECURITY 04/30/2024 Golf Course 42.21 Wright-Hennepin Coop Electric 04/22/2024 123340 3503124822 101-43000-381 ELECTRICAL SERVICE 03/01/24-04/01/24 Public Works Department 186.05 Total 123340:259.61 WS & D PERMIT SERVICE INC.04/22/2024 123341 RBG24-0000 101-32510 BP REFUND - RBG24-000033 - 20 WEAR LANE 802.60 WS & D PERMIT SERVICE INC.04/22/2024 123341 RBG24-0000 101-20802 BP REFUND - RBG24-000033 - 20 WEAR LANE 30.50 Total 123341:833.10 XCEL ENERGY 04/22/2024 123342 867445094 101-41900-381 ELECTRIC SERVICE 2/2/24-3/3/24 Central Services 1,695.96- XCEL ENERGY 04/22/2024 123342 867445094 101-42110-381 ELECTRIC SERVICE 2/2/24-3/3/24 Police Department 142.22 XCEL ENERGY 04/22/2024 123342 867445094 101-43000-381 ELECTRIC SERVICE 2/2/24-3/3/24 Public Works Department 25.63 XCEL ENERGY 04/22/2024 123342 867445094 101-43000-386 ELECTRIC SERVICE 2/2/24-3/3/24 Public Works Department 3,068.47 XCEL ENERGY 04/22/2024 123342 867445094 101-45200-381 ELECTRIC SERVICE 2/2/24-3/3/24 Parks 332.67- XCEL ENERGY 04/22/2024 123342 867445094 601-49400-381 ELECTRIC SERVICE 2/2/24-3/3/24 2,249.59- XCEL ENERGY 04/22/2024 123342 867445094 602-49450-381 ELECTRIC SERVICE 2/2/24-3/3/24 Sewer 7,326.90- XCEL ENERGY 04/22/2024 123342 867445094 613-49830-381 ELECTRIC SERVICE 2/2/24-3/3/24 Golf Course 497.33- XCEL ENERGY 04/22/2024 123342 871532916 101-41900-381 ELECTRIC SERVICE 03/04/24-04/01/24 Central Services 2,122.53 XCEL ENERGY 04/22/2024 123342 871532916 101-42110-381 ELECTRIC SERVICE 03/04/24-04/01/24 Police Department 1,277.88 XCEL ENERGY 04/22/2024 123342 871532916 101-43000-381 ELECTRIC SERVICE 03/04/24-04/01/24 Public Works Department 179.12 XCEL ENERGY 04/22/2024 123342 871532916 101-43000-386 ELECTRIC SERVICE 03/04/24-04/01/24 Public Works Department 3,393.95 XCEL ENERGY 04/22/2024 123342 871532916 101-45200-381 ELECTRIC SERVICE 03/04/24-04/01/24 Parks 47.13 XCEL ENERGY 04/22/2024 123342 871532916 601-49400-381 ELECTRIC SERVICE 03/04/24-04/01/24 5,978.98 XCEL ENERGY 04/22/2024 123342 871532916 602-49450-381 ELECTRIC SERVICE 03/04/24-04/01/24 Sewer 806.32- XCEL ENERGY 04/22/2024 123342 871532916 613-49830-381 ELECTRIC SERVICE 03/04/24-04/01/24 Golf Course 325.70 XCEL ENERGY 04/22/2024 123342 871931067 101-43000-386 STREET LIGHTING 04/01/23-03/31/24 Public Works Department 578.86 21 City of Orono Check Register - COUNCIL REPORT Page: 12 Check Issue Dates: 4/8/2024 - 4/22/2024 Apr 17, 2024 11:26AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount Total 123342:4,231.70 XCEL ENERGY 04/22/2024 123343 871210308 602-49450-381 3425 LYRIC 02/28/24-03/28/24 Sewer 26.09 Total 123343:26.09 ZUMBRO TOOLS 04/22/2024 123344 0412243201 701-49800-240 MECHANICS TOOLS 76.89 Total 123344:76.89 AMAZON CAPITAL SERVICE 04/22/2024 20130457 1HHR-QMM 613-49830-223 PESTICIDE MEASURE PITCHER Golf Course 26.55 AMAZON CAPITAL SERVICE 04/22/2024 20130457 1HHR-QMM 613-49830-223 PESTICIDE MEASURE PITCHER Golf Course 13.95 AMAZON CAPITAL SERVICE 04/22/2024 20130457 1HHR-QMM 613-49830-223 PESTICIDE SCALE Golf Course 43.15 AMAZON CAPITAL SERVICE 04/22/2024 20130457 1HHR-QMM 101-41900-201 DIXIE BOWLS Central Services 57.15 AMAZON CAPITAL SERVICE 04/22/2024 20130457 1HHR-QMM 101-41900-201 KLEENEX Central Services 74.78 AMAZON CAPITAL SERVICE 04/22/2024 20130457 1HHR-QMM 101-42260-219 MED BAG Fire Protection Services 1,450.00 AMAZON CAPITAL SERVICE 04/22/2024 20130457 1HHR-QMM 101-41900-201 LAP TOP BAGS Central Services 33.92 AMAZON CAPITAL SERVICE 04/22/2024 20130457 1HHR-QMM 101-42260-219 OXYGEN REGULATORS Fire Protection Services 249.75 AMAZON CAPITAL SERVICE 04/22/2024 20130457 1HHR-QMM 101-41900-201 MONEY BAGS FOR COINS Central Services 14.98 AMAZON CAPITAL SERVICE 04/22/2024 20130457 1HHR-QMM 101-42260-219 OXYGEN REGULATORS Fire Protection Services 249.75 AMAZON CAPITAL SERVICE 04/22/2024 20130457 1V4N-WKX6-440-48970-530 VIDEO CONFERENCE CAMERA FOR PUBLIC WO 289.00 AMAZON CAPITAL SERVICE 04/22/2024 20130457 1V4N-WKX6-101-45200-221 ARLO CAMERA FOR LURTON DOG PARK Parks 26.99 AMAZON CAPITAL SERVICE 04/22/2024 20130457 1V4N-WKX6-710-49970-221 EXTRA CABLES FOR IPADS & PHONES 161.90 AMAZON CAPITAL SERVICE 04/22/2024 20130457 1VNG-1F3Q-101-43000-489 MOVING SUPPLIES Public Works Department 673.34 AMAZON CAPITAL SERVICE 04/22/2024 20130457 1WYY-RF3M 701-49800-215 SHOP SUPPLIES 339.15 AMAZON CAPITAL SERVICE 04/22/2024 20130457 1WYY-RF3M 701-49800-222 REFLECTORS 6.95 AMAZON CAPITAL SERVICE 04/22/2024 20130457 1WYY-RF3M 701-49800-226 HARD HAT 54.99 AMAZON CAPITAL SERVICE 04/22/2024 20130457 1WYY-RF3M 701-49800-212 FUEL NOZZLES 97.98 AMAZON CAPITAL SERVICE 04/22/2024 20130457 1WYY-RF3M 701-49800-221 WARNING LIGHTS 76.00 AMAZON CAPITAL SERVICE 04/22/2024 20130457 1WYY-RF3M 701-49800-240 TIRE INFLATOR WITH GUAGE 76.88 Total 20130457:4,017.16 INNOVO BENEFITS ADMINISTR 04/22/2024 20130458 1385396 601-49400-135 HEALTH INSURANCE - 05.2024-BR 768.54 INNOVO BENEFITS ADMINISTR 04/22/2024 20130458 1385396 101-42110-135 HEALTH INSURANCE - 05.2024-DM Police Department 768.54 INNOVO BENEFITS ADMINISTR 04/22/2024 20130458 1385396 101-21706 HEALTH INSURANCE - 04.2024 65,091.96 Total 20130458:66,629.04 22 City of Orono Check Register - COUNCIL REPORT Page: 13 Check Issue Dates: 4/8/2024 - 4/22/2024 Apr 17, 2024 11:26AM Check Check Invoice Invoice GL Account Description Department Invoice Payee Issue Date Number Number Amount MEDSURETY LLC 04/22/2024 20130459 03.01.24-04.101-21719 MFSA 03.01.24-04.07.24 FUNDS 22.74 Total 20130459:22.74 PSN: PAYMENT SERVICE INVOI 04/22/2024 20130460 292979 602-49450-312 SEWER FUND PSN FEES Sewer 454.97 PSN: PAYMENT SERVICE INVOI 04/22/2024 20130460 292979 601-49400-312 WATER FUND PSN FEES 454.98 PSN: PAYMENT SERVICE INVOI 04/22/2024 20130460 293099 101-41900-312 MISC PSN FEES Central Services 3.30 PSN: PAYMENT SERVICE INVOI 04/22/2024 20130460 293242 101-41900-312 BUILDING PERMIT PSN FEES Central Services 9.35 Total 20130460:922.60 SQUARE SERVICES 04/22/2024 20130461 04.2024 613-49830-312 FEE 04.01.24-05.01.24 Golf Course 35.00 Total 20130461:35.00 Grand Totals: 659,973.72 23 Date: April 22, 2024 Item: 3 Presenter: Adam Edwards, City Administrator / Engineer Section: Consent Agenda Title: Work Session Schedule 1.Purpose: The purpose of the action item is to forecast future work session agendas. 2. Date Subject Date Subject 8 Jan Annual Appointments 8 Jul 22 Jan Recodification-streets, utilities, parks 22 Jul General Fund Budget Update 12 Feb Average Lakeshore Setback (Part 3)12 Aug 26 Feb Interview Commissioner Applicants (Parks/Planning)-- if needed; Police Department Canine Program Overview 26 Aug Enterprise Budget Update 11 Mar Elected and appointed official civility; tech use at the dais; appropriate use of staff time 9 Sep Preliminary Levy / Budget 8 Apr Street Maintenance 2025 Meeting Minutes 23 Sep 22 Apr 14 Oct Draft Capital Improvement Plans 13 May Street Maintenance 2025 (Part 2)28 Oct Draft Capital Improvement Plans 28 May Grants Primer 12 Nov 10 Jun ALS and Driveway Width within the Shoreland Discussion 25 Nov Fee Schedule Update 24 Jun Preliminary Budget Guidance 2025 9 Dec Council Vision and Goal Setting Background: 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. 3.Staff Recommendation: I recommend the next work session occur as scheduled. AGENDA ITEM COUNCIL ACTION REQUESTED Move to approve the draft work session schedule. 24 Date: April 22, 2024 Item: 4 Presenter: Melanie Curtis, Planner Section: Consent Agenda Title: 975 Long Bridge Lane, Paul and Andrea Scott - Encroachment Agreement & Resolution No. 7472 1.Purpose: The purpose for this item is to adopt Resolution No. 7472 and authorize the Encroachment Agreement. 2.Background: At the April 8th meeting, the Council considered a request for an encroachment agreement to permit landscaping and septic system improvements to remain within easement areas on the newly developed property. A brief summary of the request was presented by Planning Staff and Hans Frees (Outdoor Excapes), the landscape contractor. Following a discussion Council voted 5 to 0 to direct staff to prepare two documents: 1. An Encroachment Agreement to address the septic system improvements constructed in the buffer and easement area; and 2. A Resolution resolution clarifying the partial approval and denial of the encroachment request for the landscape retaining wall in the easement area. The Draft Minutes from the April 8th Council meeting detail the discussion and direction. 3.Staff Recommendation: Based on the direction at the April 8th meeting, Staff has prepared a resolution to detail the encroachment agreement and also reflect the denial of encroachment for the landscaping bed/retaining wall. Staff recommends Council adopt Resolution No. 7472 and the Encroachment Agreement (attached as Resolution Exhibit B) to allow the septic system infrastructure to remain in its current location. AGENDA ITEM COUNCIL ACTION REQUESTED Council should Adopt Resolution No. 7472 and authorize the Mayor and City Administrator to sign the Encroachment Agreement addressing to the septic system infrastructure within the wetland buffer and easement area. Exhibits Exhibit A - Resol. No. 7472 & Encroachment Agreement 25 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7472 1 A RESOLUTION AUTHORIZING AN ENCROACHMENT AGREEMENT TO SUPPORT SEPTIC SYSTEM IMPROVEMENTS WITHIN A WETLAND BUFFER, CONSERVATION AND DRAINAGE EASEMENT AND DENYING A REQUEST FOR AN ENCROACHMENT AGREEMENT FOR LANDSCAPING IMPROVEMENTS WITHIN A DRAINAGE EASEMENT WHEREAS, the City of Orono, (the “City”) has jurisdiction over the dedicated easements within the plat of Long Bridge in Orono (the “Plat”). WHEREAS, Paul Scott and Andrea Scott, a married couple (hereinafter the “Owners”) are the owners of the property addressed 975 Long Bridge Lane and legally described as Lot 3, Block 1, Long Bridge, Hennepin County, Minnesota (hereinafter the “Property”), and WHEREAS, within the Plat, there are existing public stormwater drainage ways, utility easements, wetland buffers, and conservation easements that serve a public purpose; and WHEREAS, during the home construction project on the Property, portions of the septic system including septic tanks (the “Septic Improvements”) were placed within the dedicated drainage and utility easement area on the plat of Long Bridge (hereinafter the “Easement”); and WHEREAS, additionally, during the home construction project, a portion of a landscape retaining wall (the “Wall”) was placed within the Easement; and WHEREAS, during the final phase of the construction project the Septic Improvements and Wall were discovered by City Staff. The Owners were notified of the encroachments and were directed to remove the encroachments; and WHEREAS, the Owners have filed a petition to request encroachment agreements to address the improvements within the Easement; and WHEREAS, on April 8, 2024, the City Council reviewed the Owners’ request and directed staff regarding the Septic Improvements and the Wall individually, and 26 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7472 2 WHEREAS, finding removal of the Septic Improvements would cause more damage and disturbance to the established wetland buffer, the Council directed staff to draft an Encroachment Agreement to allow the Septic Improvements to remain in the Easement; and WHEREAS, the Council denied the Owners’ request to allow the Wall to remain in the Easement Areas and directed the Owners to remove the Wall or to obtain a permit to relocate the Wall to a conforming location on the Property; and WHEREAS, on April 22, 2024, the Council authorized the Mayor and City Administrator to sign the Encroachment Agreement addressing the Septic Improvements allowing the same to remain within the Easement; and NOW, THEREFORE, the City Council of the City of Orono, Minnesota, makes the following findings: FINDINGS 1. The Septic Improvements within the Easement were installed as part of an approved Septic System permit. 2. The Wall was constructed without the required zoning permit thus circumventing the site plan review process which would have identified the conflict with the Easement. 3. The Encroachment Agreement does not affect access to, the use, or effectiveness of the wetland buffer within the Easement. 4. For the foregoing reasons, it is in the public interest to allow the Septic Improvements to remain within the Easement described and depicted in the Encroachment Agreement. DECISION and CONDITIONS NOW THEREFORE BE IT RESOLVED by the City Council of the City of Orono, Minnesota as follows: 1. The Septic improvements are depicted in the Easement on Exhibit A. 2. The encroachment shall not affect the authority of any person, corporation, or municipality owning or controlling the electric or telephone poles and lines, gas lines, sanitary and storm sewer lines, water pipes, mains, hydrants, and natural drainage areas thereon or thereunder, to continue to maintain the same or to enter upon such way or portion thereof vacated to maintain, repair, replace, remove, or otherwise attend thereof. 27 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7472 3 3. Before the issuance of the final Certificate of Occupancy for the new home (Permit #RPS22-000095), the Owners will sign the Encroachment Agreement attached as Exhibit B, and the Wall within the Easement shall be removed or relocated to a conforming location on the Property within 60 days of this Resolution. 4. If it is necessary to replace the septic system or septic tank(s) in the future, the Septic Improvements within the Easement shall be relocated to a conforming area of the Property outside of the Easement. 5. The City Clerk is hereby directed to file a certified copy of this Resolution with the County Auditor and the County Recorder/Registrar of Titles following the terms of this Resolution. ADOPTED BY THE CITY COUNCIL OF THE CITY OF ORONO this 22nd of April 2024. Dennis Walsh, Mayor ATTEST: Christine Lusian, City Clerk 28 Septic Tank within the D & U Easement Permitted by an Encroachment Agreement with the City. Stone retaining wall is partially located within the Drainage & Utility Easement. To be removed/relocated.29 30 230717v1 (reserved for recording information) ENCROACHMENT AGREEMENT AGREEMENT made this _______ day of _____________, 2024, by and between the CITY OF ORONO, a Minnesota municipal corporation (“City”), and ANDREA K. SCOTT and PAUL D. SCOTT, married to each other (“Owners”). 1.BACKGROUND. Owners are the fee owners of certain real property located in the City of Orono, County of Hennepin, State of Minnesota, legally described as follows: Parcel ID No. 26-118-23-34-0012 Lot 3, Block 1, Long Bridge (Torrens - COT 1544807) with a street address of 975 Long Bridge Lane, Orono, Minnesota 55356 (“Subject Property”). The City owns easements for drainage and utility purposes over portions of the Subject Property (“Easement Areas”). Septic tanks were previously constructed and installed on the Subject Property and the Owners desire to keep the septic tanks located on the Subject Property which encroaches on the City’s Easement Areas as depicted on the sketch attached hereto as Exhibit “A”. 2.ENCROACHMENT AUTHORIZATION. The City hereby approves the encroachment in its Easement Areas on the Subject Property for the septic tanks subject to the DRAFT31 230717v1 conditions set forth in this Agreement. Further conditions of encroachment approval are as follows: •The City shall have no responsibility to maintain or repair the septic tanks located within the Easement Areas. •The Owners, their heirs, successors and assigns, are fully responsible and liable for any and all damage caused to the septic tanks within the Easement Areas. •Owners will be responsible for repair, replacement and maintenance of the septic tanks. Further, Owners agree that the septic tanks was constructed consistent with all applicable federal, state and local laws and regulations. 3.HOLD HARMLESS AND INDEMNITY. In consideration of being allowed to encroach in the Easement Areas, the Owners, for themselves, their heirs and assigns, hereby agree to indemnify and hold the City harmless from any damage caused to the Subject Property, including the septic tanks located in the Easement Areas, caused in whole or in part by the encroachment into the Easement Areas. 4.TERMINATION OF AGREEMENT. The City may, at its sole discretion, terminate this agreement at any time if the City needs to occupy the Easement Areas by giving the then owner of the Subject Property thirty (30) day advance written notice. The owner of the Subject Property may be required to remove the septic tanks if it is deemed necessary by the City in order to exercise the purpose of the Easement Areas. If the owner fails to do so, the City may remove the septic tanks and charge the cost of removal back to the owner for reimbursement. No notice under this paragraph shall be required in the event of an emergency condition determined solely by the City and the Agreement may then be terminated immediately. 5.RECORDING. This Agreement shall run with the land and shall be recorded against the title to the Subject Property. [Remainder of page intentionally left blank. Signature pages follow.] DRAFT32 230717v1 CITY OF ORONO By ___________________________________ (SEAL) Dennis Walsh, Mayor And __________________________________ 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 DRAFT33 230717v1 PROPERTY OWNERS: Andrea K. Scott Paul D. Scott STATE OF MINNESOTA ) )ss. COUNTY OF ____________ ) The foregoing instrument was acknowledged before me this ______ day of __________________, 2024, by Andrea K. Scott and Paul D. Scott, married to each other. ____________________________________ Notary Public 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 DRAFT34 Septic Tank within the D & U Easement Permitted by an Encroachment Agreement with the City. Stone retaining wall is partially located within the Drainage & Utility Easement. To be removed/relocated.DRAFT35 DRAFT36 Date: April 22, 2024 Item: 5 Presenter: Natalie Nye, Planner Section: Consent Agenda Title: #LA24-000010, Westwood Professional Services o/b/o Wayzata Country Club, 200 Wayzata Boulevard West, Interim Use Permit (IUP)-Resolution 7471 1.Purpose: This application is regarding an Interim Use Permit (IUP) for the purpose of a renovation of the golf course at the Wayzata Country Club. 2.MN§15.99 Application Deadline: The application was received on February 21, 2024 and considered to be complete of February 28, 2024. Therefore, the 60-Day review period expires on April 28, 2024. 3.Background: The Wayzata Country Club is requesting approvals in order to renovate their existing golf course. The renovations will include substantial grading, landscaping, irrigation, drainage, and modified cart paths. The project is anticipated to begin in September of 2024 and be completed by September 2025. Due to the substantial grading work proposed, an Interim Use Permit (IUP) is required. An IUP is triggered when over 20,000 square feet of area is disturbed. This project will disturb approximately 42.9 acres. The subject property is located within the RR-1B Zoning District and is currently operating under a Conditional Use Permit (CUP). The Wayzata Country Club is located partially in Orono and Wayzata. Approximately 150 acres and the majority of the golf course is located in Orono. The applicant has initiated permitting processes in both Wayzata and with the Minnehaha Creek Watershed. 4.Planning Commission Vote and Comment: The Planning Commission held a Public Hearing on April 15, 2024. The Planning Commission discussed the application and determined that it met all necessary standards. One neighboring property owner spoke at the meeting requesting clarity on the project. The Planning Commission voted 5 to 0 to approve the application as applied. Commissioners Kirchner and Schultze abstained from the vote due to membership at the Wayzata Country Club. The link to the April 15, 2024 Planning Commission meeting can be found here. 5.Public Comment: Staff has not received any written public comments regarding the application. Staff has received a few calls from neighboring properties with questions on the project scope. 6.Staff Recommendation: Staff recommends approval of the IUP request as applied. AGENDA ITEM COUNCIL ACTION REQUESTED 37 Motion to approve Resolution 7471 to approve an Interim Use Permit (IUP) for 200 Wayzata Boulevard West. Exhibits Exhibit A - Draft Resolution 7471 Exhibit B - Plans 38 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7471 1 A RESOLUTION APPROVING AN INTERIM USE PERMIT PURSUANT TO SECTION 78-1726 FILE NO. LA24-000010 WHEREAS, on February 28, 2024, Westwood Professional Services, on behalf of the Wayzata Country Club, (hereinafter the “Applicant”), made a complete application for an interim use permit for the property addressed 200 Wayzata Blvd. W. and legally described in attached Exhibit A; and WHEREAS, the Applicant has made application to the City of Orono for an interim use permit pursuant to Orono Municipal Zoning Code Section 78-1726 in order to renovate the existing golf course; and WHEREAS, on April 15, 2024, 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 15, 2024, the Planning Commission recommended approval of the interim use permit; and WHEREAS, on April 22, 2024, 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 interim use permit as described above based on one or more of the following findings of fact concerning the Property: FINDINGS OF FACT: 1.This application was reviewed as Zoning File #LA24-000010. 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. 2.The Property is located in the RR-1B Rural Residential Zoning District; golf courses are an allowed conditional use in the RR-1B District. 3.The Property contains approximately 150 acres in area. Council Exhibit A 39 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7471 2 INTERIM USE PERMIT ANALYSIS: The City Council may grant an interim use permit if all of the below conditions are met: 1.The use is allowed as an interim use in the applicable zoning district; The country club and golf course uses are permitted through an active Conditional Use Permit (CUP). The land alterations proposed will update the grounds of the golf course. This criterion is met. 2.The use will not delay anticipated development or redevelopment of the site; The site is already developed. The proposed project will update the golf course through grading and landscaping. The golf course will be closed for the 2025 season while the work is underway. This criterion is met. 3.The use will not be in conflict with any provisions of the City Code on an ongoing basis; The applicant will be required to follow City requirements and the plan will be reviewed by our City Engineer. The project will obtain all necessary permits with outside agencies including MCWD, City of Wayzata, and a NPDES permitting. This criterion is met. 4.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 Wayzata Country Club has disclosed the project details to the surrounding neighbors that will be impacted. The applicant will ensure no work extends beyond the property lines and that any adverse impacts are mitigated. This criterion is met. 5.The use will not impose additional unreasonable costs on the public; The project will not impose additional costs on the public. This criterion is met. 6.The date or event that will terminate the use can be identified with certainty; The applicant has indicated that the golf course will be closed during the 2025 season in order for the proposed work to be completed. The anticipated completion date is September 2025. This criterion is met. 7.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 40 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7471 3 Interim Use Permit will be done through a resolution that is recorded with the County. All requirements and conditions will be listed as part of the resolution. This criterion is met. ADDITIONAL ANALYSIS (SECTION 78-916): 1)Consistent with the community management plan; A golf course is a conditional use in the RR-1B zoning district and is consistent with the community management plan. Alterations and renovations of existing uses is expected and reasonable. 2)Compliant with the zoning code, including any conditions imposed on specific uses as required by article V, division 3 of the City Code; This criterion is met. 3)Adequately served by police, fire, roads, and stormwater management; This criterion is met. The applicant will be obtaining all necessary permits. The subject property is exempt from hardcover limitations. 4)Provided with an adequate water supply and sewage disposal system; This criterion is not applicable. 5)Not expected to generate excessive demand for public services at public cost; This criterion is met. 6)Compatible with the surrounding area as the area is used both presently and as it is planned to be used in the future; The existing golf course will be renovated and modernized. This criterion is met. 7)Consistent with the character of the surrounding area, unless a change of character is called for in the community management plan; The Wayzata Country Club has been part of the community since the 1950s. The golf course use is interwoven into the character and history of the area. 8)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; This criterion is not applicable. 9)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 proposed land alterations will be contained to the site and will meet all requirements by the City of Orono and other outside agencies. At the completion of the project, the golf course will be updated and improved which will not negatively impact the adjacent properties. 41 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7471 4 10)Provided with screening and buffering adequate to mitigate undesirable views and activities likely to disturb surrounding uses; The applicant should work with any impacted neighboring properties with concerns about screening or buffering. No screening or buffer requirements are required by the City. This criterion is met. 11)Not create a nuisance which generates smoke, noise, glare, vibration, odors, fumes, dust, electrical interference, general unsightliness, or other means; The proposed project will be contained to the site and is not permitted to encroach on neighboring properties without written permission. A haul route should be reviewed and approved by the City for exported materials. This criterion is met. 12)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 golf course will be closed during the 2025 season and majority of the construction. This should allow construction traffic to be less of an impact. This criterion is met. 13)Designed to take into account the natural, scenic, and historic features of the area and to minimize environmental impact; The project will obtain all necessary permits from outside agencies such as MCWD and obtain a NPDES permit. The golf course will be updated and improved. No natural areas are to be removed. This criterion is met. 14)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; This criterion is met; and 15)Not detrimental to the public health, public safety, or general welfare. This criterion is met. CONCLUSIONS, ORDER AND CONDITIONS: Based upon one or more of the above findings, the Orono City Council hereby grants the following: A conditional use permit pursuant to Orono Municipal Zoning Code Section 78-1726 to renovate the existing golf course including substantial grading work, landscaping, irrigation, and new cart paths, subject to the following conditions: 1.Council approval is based on the entire record, above Findings. 42 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7471 5 2.The approved project shall conform to the attached plans submitted by the Applicant and annotated by City staff, attached to this Resolution as Exhibit B. 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 Owner, but are permissive only and must be exercised by obtaining a land alteration permit for the site work and commencing construction of said project. The Interim Use Permit allows construction from September 2024 and must be completed by the end of September 2025. The interim use permit will expire on that date (September 30, 2025). 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. ADOPTED by the Orono City Council on this 22nd day of April, 2024. ATTEST: CITY OF ORONO: _______________________________ ________________________________ Christine Lusian, City Clerk Dennis Walsh, Mayor 43 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7471 6 Wayzata Country Club By: _______________________________ President STATE OF MINNESOTA COUNTY OF HENNEPIN This instrument was acknowledged before me this ___ day of ___________, 20___, by the President of Wayzata Country Club, on behalf of the organization. ____________________________________ Notary Public 44 Resolution Exhibit A Page 1 o 3 5 9 1 7 Parcel 1: All of the following described Tract 1: Tract 1: All of Lots 59 and 60 and that part of Lot 64 lying Easterly of the Easterly line of the West 1/2 of the Northwest Quarter of Section 1, Township 117, Range 23 and that portion of the abandoned road formerly known as County Road No. 27 which separated Lots 59 and 63, Auditor's Subdivision Number 184, Hennepin County, Minn., from Lots 60 and 64, said Auditor's Subdivision lying between the Southerly extension of the East line of Lot 59, said Auditor's Subdivision and the Easterly line of the Town Road as now laid out and traveled, which line is 33 feet Northeasterly (measured at right angles) to the following described line: Commencing at the Southeast corner of the Southwest Quarter of Section 36, Township 118, Range 23; thence North along the East line of said Southwest Quarter 348.4 feet to the actual point of beginning of the line to be described; thence deflecting right in a Southeasterly direction at an angle of 157 degrees 55 minutes to Trunk Highway No. 12 and there terminating; all in Auditor's Subdivision No. 184, Hennepin County, Minn. Except that part of Tract 1 which lies within a distance of 140 feet on each side of the following described line A: Line A: From a point on the North line of Section 6, Township 117 North, Range 22 West, distant 670.02 feet East of the Northwest corner thereof, run Southeasterly at an angle of 28 degrees 11 minutes 12 seconds with said North section line for 485.92 feet to the point of beginning of the line to be described; thence run Northwesterly on the last above described course for 30.93 feet; thence deflect to the left on a 3 degree 00 minute curve (delta angle 62 degrees 22 minutes 25 seconds) for 2079.12 feet; thence on tangent to said curve for 883.31 feet; thence deflect to the right on a 2 degree 00 minute curve (delta angle 34 degrees 41 minutes 10 seconds) for 1734.31 feet; thence deflect to the right on a 2 degree 49 minute 16.59 seconds curve (delta angle 37 degrees 30 minutes) for 1329.19 feet; thence on tangent to said curve for 50.2 feet; thence deflect to the right on a 4 degree 30 minute curve (delta angle 38 degrees 57 minutes) for 865.56 feet; thence on tangent to said curve for 465.05 feet and there terminating. Also except that part of Tract 1 described above lying Northwesterly of a line run parallel with and distant 140 feet Northwesterly of the above described Line A which lies Southerly of Line B described below: Line B: Beginning at a point on Line C described below distant 200 feet Southeasterly of its point of termination; thence run Northeasterly at right angles with said Line C for 50 feet; thence run Easterly to a point distant 80 feet Northeasterly (measured at right angles) of a point on said Line B distant 700 feet Southeasterly of its point of termination; thence run Easterly to a point distant 164 feet Northwesterly (measured at right angles) of a point on the first above described line distant 2330 feet Westerly of its point of beginning; thence run Northeasterly parallel with said line for 1500 feet and there terminating. Resol No. 7471 Exhibit A LA24-000010 45 Line C: Beginning at a point on the above described Line A distant 2404.81 feet Southwesterly of its point of beginning; thence run Northwesterly at an angle of 45 degrees 50 minutes 08 seconds with said line (when measured from Southwest to Northwest) for 1120.35 feet and there terminating. Parcel 2: Lot 63, Auditor's Subdivision Number 184, Hennepin County, Minn. Parcel 3: The West 1/2 of the Southeast Quarter of Section 36, Township 118, Range 23, Hennepin County, Minnesota, except that part of the North 55 feet thereof described as follows: Commencing at the Northwest corner of said Northwest Quarter of the Southeast Qua rter; thence on an assumed bearin g of East along the North line of said Northwest Quarter of the Southeast Quarter a distance of 400 feet to the point of beginning of the property being described; thence continuing on a bearing of East along said North line to a point distant 550 feet West of the Northeast corner of said Northwest Quarter of the Southeast Quarter; thence South 8 degrees 29 minutes West to the South line of said North 55 feet; thence on a bearing of West along said South line to its intersection with a line drawn South 18 degrees 35 minutes East from the point of beginning; thence North 18 degrees 35 minutes West to the point of beginning. Together with that certain non-exclusive easement for ingress and egress as contained in Quit Claim Deed dated November 21, 1977 and filed in the office of the County Recorder on November 22, 1977, as Document No. 4335823. Parcel 4: That part of the Southeast Quarter of the Southwest Quarter of Section 36, Township 118, Range 23 lying Southw esterly of the County Road. Pars 1, 2, 3 and 4 being registered land as is evidenced by Certificate of Title No. 1138616. Parcel 5: Outlot B, Fairway Hills Addition, according to the recorded plat thereof, and situate in Hennepin County, Minnesota. Being registered land as is evidenced by Certificate of Title No. 763899. Parcel 6: That part of the Southeast Quarter of the Southwest Quarter of Section 36, Township 118, Range 23, Hennepin County, Minnesota, lying South and East of the plat of Herrick Circle now replatted and known as Summit Station and lying North and East of the center line of the South Minneapolis and Watertown Road also called Wayzata and Long Lake Road. Abstract Property. Parcel 7: Outlots A and B, Hauser Lauer wee Addition, according to the recorded plat thereof, and situate in Hennepin County, Minnesota. Abstract Property. 46 Parcel 8: That part of Government Lot 2, Section 36, Township 118, Range 23, Hennepin County, Minnesota, described as follows: Beginning at the Southeast corner of said Government Lot 2; thence North along the East line of said Government Lot 2, a distance of 663 feet; thence West parallel with the South line of said Government Lot 2, a distance of 450 feet; thence Southwesterly to a point on the South line of said Government Lot 2, a distance of 550 feet West of the point of beginning, thence East along said South line to the point of beginning. Abstract Property. Parcel 9: That part of Government Lot 2, Section 36, Township 118, Range 23, Hennepin County, Minnesota, described as follows: Beginning at the Southwest corner of said Government Lot 2; thence North along the West line of said Government Lot 2, a distance of 150 feet; thence East parallel with the South line of said Government Lot 2, a distance of 3 50 feet; thence Southeasterly to a point on the South line of said Government Lot 2, a distance of 400 feet East of the point of beginning; thence West along said South line to the point of beginning. Abstract Property. Parcel 10: Lot 2, Block 1, Wayzata Country Club Addition, according to the recorded plat thereof, and situate in Hennepin County, Minnesota. Being registered land as is evidenced by Certificate of Title No. 1086675. Parcel 11: That part of Lot 2, Block 1, Fairway Hills Addition lying Northerly of a line bearing North 83 degrees 40 minutes 48 seconds West from a point on the East line of said Lot 2 distant 415.23 feet South along said East line from the most Northerly corner of said Lot 2. For the purpose of this description the East line of said Lot 2 bears South 0 degrees 00 minutes 00 seconds East as shown on said plat. Being registered land as is evidenced by Certificate of Title No. 808952. 47 N:\0036326.00\DWG\CIVIL\0036326CV01.DWG WAYZATA COUNTRY CLUB REGRADING © 2024 Westwood Professional Services, Inc.SHEET INDEXPERMIT SETWAYZATA COUNTRY CLUB REGRADINGWAYZATA & ORONO, MNPREPARED FOR:WAYZATA COUNTRY CLUB200 WAYZATA BLVD WWAYZATA MN 55391CONTACT: JESSE TRCKAEMAIL: JATRCKA@WAYZATACC.COMSHEETSREVISIONDATENO.02/27/2024 ORONO COMMENTS. .. .. .. .. .. .. .. .. .FORFORMASS GRADING, EROSION CONTROL,AND UTILITIESPREPARED BY:PROJECT NUMBER: 0036326.00CONTACT: JEFF R. WESTENDORFPhone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free PERMIT SETWAYZATA COUNTRY CLUB REGRADINGWAYZATA & ORONO, MNFORFORMASS GRADING, EROSION CONTROL, ANDUTILITIESINITIAL SUBMITTAL DATE: 02/20/2024 SHEET: C001PROJECT NUMBER: 0036326.00Sheet List TableSHEET NUMBER SHEET TITLEC001COVERC100EXISTING CONDITIONSC200GRADING PLAN - OVERALLC201GRADING PLAN - AREA 1C202GRADING PLAN - AREA 2C203GRADING PLAN - AREA 3C204GRADING PLAN - AREA 4C205GRADING PLAN - AREA 5C206GRADING PLAN - AREA 6C207GRADING PLAN - AREA 7C208GRADING PLAN - AREA 8C300DETAILSC400SWPPP NARRATIVEC401SWPPP NOTESL100TREE PRESRVATION PLANL101TREE PRESERVATION PLAN-NORTHSITEVicinity Map(NOT TO SCALE)PLYMOUTHORONOWAYZATAResolution 7471Exhibit B48 960965965965 965 965 965970970975975980980 960960960965965 96596596 5 970970970970 975975980 98098 5 98599 0 990955955 960960960960960960965965 965 965 9 6 5 97097097 0 97 0 975 9759759 7 5 980 980 980 980980 98098098 0 985 985 985 985985985 99 0 990995 995100 0 1000955955955955955955960960 96 0 960960960960 965965965 965 9 7 0 9709709709 7 5 9759759 7 5 9 8 0 98 0 98 0 980 9 8 0 980980980 9 8 5 985 985 9 8 598598 5 9 9 0 9909909909959951 0 0 0 1000955955 9 6 0 960 960 960 960960960960960965965965 965965 965 965965965965 965 9 7 0 970 97 0 970970970970 975 9759759759 7 5 9 7 597597 5 980980 98098098098 09859 8 5990990995 9 9 5 1000 1 0 0 0 955955960 96 0 960 960960 9659659659659659 6 5 965 96596596 5965970970 970 975 975 975980 980985985985985990 990 99 5 995 100010 0 0 1005 1005 1005 10 0 5 955955960960960960 960960960 9 6 0 9 6 0 9 6 0960960960960965965965970970970975975975980980 985 98599099 0995995 100 010001 0 0 0 100 0 1005 1005 1005 1005 955955 960960960 960 960960965 96 59659 7 0 97097097097 0 975 975 975980 980985985990990995995 10 0 0 10001000 1000 1005 100 5 955955955955 96096096096 0960 960960960960960965 9659659709 7 0970970 975 975980980985 985990 9909959959 9 59951000 100010001000 955955955 960960960960960960960965965965 96596597097097097597597597598098098598 5 98 5985990990995 995 100010 0 0 10 0 0 10001000100010051005 10051 0 0 5 955 960960960960960960960965965965 965 965 970970970975975980980 9 8 0980985985990990 995 995995995 1000 100010051005 10 0 5 1005955 960960960 960960965965965 965965965 965 96596 5 9 7 0970970975975980980980980980980985985 9 9 099099099599510 0 010001000100010051005 10 0 5 1005955 9 6 0 960 9 6 0960960 96 0 960960 960965 965 965965965 965 965 970 970 970 970 970970970970970 9709759759809 8 0 98098 09859859859859859859859859909909959951000 10 0 0 1000 100010051005 955960 960960 965965965 965 965 965965 970 97 0 970970 970970 975 9 7 5980980980980980980980 980980 9809859859909909959959959959951000100010001000 960960960965 965965965970 970970970970970975975975 975980980980980980 980 98098 0 985 9 8 5985985985985 98598599099099599599599599599510001000 10001000 960 960960965965965965965965965 96 5 965970970970970970 970 9709 7 0 970970975 9 7 5 975975975975975975975975975 9759809 8 0 98 0 980980980980 98098598598598 5 965 965970970 970 970 970970975975 975 97 5 975 975980980 9 8 598598598 5985 985990 9 9 0 96 5 96597097097097097097097597597597597597597597598098098098098 0 980965965965965965965965965970970 9 7 0 97097097097597 5 975975 975 975 975 975975980980980980 980980 980965965 97 0 970970970975975975975980 9 8 0 980980 980 980965965970970970970975 975975975980980 980955955955955955955955955955955 96 0 960960960 960960960 965 96 5 965 965970970 97097 0 970 970 975975975975975975980 9 8 0 980 980 98 5 9 8 5985985 99 0 99 099099099099099599599599510001 0 0 010001000 965965970970970 970970970 975 975975975 980980 965965 97097097097 0 975975 980980985990 965965965965970 97097097 0 9 7 5 975 975975 980 96 5 965 970 970975 98096596 59709 7 0 970970 970975975975 975 970970 970970970970970975975 975975 9709709759759759 7 5 975975 975975975975 975 9 7 59809 8 0 980980985985 975975975980980980 9809809809809809859 8 5990990 975 975980980 980980 980985985 985985 98598 5990990 995 995 10001000 97598098098098598 5 9859 8 5 985 985 990 990 990990 990990 990990995995995995995995 9759 8 0 9859 9 0 9 9 0 990 990 990990990995995 995 995 995 99599599510001 0 0 0 100010001000 1000 9809809 8 0 985 9909959959959 9 5 9959959951000 1 0 0 0 10001000 10001000100010051 0 0 5 10051005100510 0 510101010 980985990995100 0 10001000 1000 10001005100510051005100510051005 10051005 1010 1015 10 1 5 10151000 100010 0 0 1000100510051005101010 1 0 101010 1 5 9951000100510051005100510051010 10101 0 1 0 1015XXSSSSEX MHRE = 975.768" INV = 967.66 (N)8" INV = 967.61 (S)WAYZATAORONOWAYZATAORONOWAYZATAORONOSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326EX01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGEXISTING CONDITIONS WAYZATA COUNTRY CLUB REGRADINGC100 4301902/27/2024 GRETCHEN A. SCHROEDER . . . 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUBPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'150'300'450'1" = 150'150' 30' or 15' 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.00980982INTERVAL CONTOURINDEX CONTOURLEGENDCONIFEROUS TREEDECIDUOUS TREEWETLANDPROPERTY LINE49 WATWATWATWATWATWATWATWATWATWATSFM FM FM FMXSSSS231.49 N00°44'46"E 43.93S89°38'23"EN 3 9 ° 2 9 ' 3 8 " E 3 3 2 . 0 2 N14°5 0 ' 0 5 " E 5 2 7 . 9 2 104.70S83°19'09"EN00°22'49"E 415.23 5 8 . 9 5 5 8 . 2 9 7 6 . 7 6 5 7 . 8 9 79.98 178.07 116.03 97.46 56.3854.6850.02115.20 115.22 100.01 S89°40'42"E 990.2584.80 8 0 . 1 3960965965965 965 965 965970970975975980980 960960960965965965965 96 5 970970970970 975975980 98098 5 98599 0 990955955 9 6 0 960960960960960965965 965 965 9 6 5 970970970 97 0 975 9759759 7 5 980980 980 980980980980980985985 98 5 985985985 99 0 990995 995100 0 1000955955955955955955960960 96 0 960960960960 965965965 965 9 7 0 9709709709 7 5 97597597 5 98098 0 98 0 980 9 8 0 980980980 9 85 985 985 9 8 598598 5 9 9 0 99099099099599510001000 955955 9 6 0 960 960 960 960960960960960965965965 965965 965 965965965965965 9 7 0 970 97 0 970970970970 975 9759759759759 7 597597 5 980980 98098098098 098598 599099099599510001000 955955960 96 0 960 960960 9659659659659659 6 5 965 96596596 5965970970 970 975 975 975980 980985985985985990 990 995 995 100010001005100510051005 955955960960960960 960960960 96 0 9 6 0 9 6 0960960960960965965965970970970975975975980980 985 985990990995995 10001000100010001005100510051005 955955 960960960 9 6 0 960960965 96 59659 7 0 970970970970 975 975 975980 980985985990990995995100010001000100010051005 955955955955 960960960960960 960960960960960965 9659659709 7 0970970 975 975980980985 985990 9909959959959951000100010001000 955955955 960960960960960960960965965965 96596597097097097597597597598098098598 5 9859859909909959951000100010001000100010001005100510051005 955 960960960960960960960965965965 965 965 970970970975975980980 9 8 0980985985990990995995995995100010001005100510051005 955 960960960 960960965965965 965965965 965 96596 5 9 7 097097097597598098098098098098098598599099099099599510001000100010001005100510051005 955 9 6 0 960 9 6 0960960 960 9609 6 0 960965 965 965965965 965 965 970 970 970 970 970970970970970 97097597598098098098 0985985985985985985985985990990995995100010001000100010051005 955960 960960 965965965 965 965 965965 970 97 0 970970 970970 975 9 7 5980980980980980980980 980980 9809859859909909959959959959951000100010001000 960960960965 965965965970 970970970970970975975975 975980980980980980980980980 98598598598598598598598599099099599599599599599510001000 10001000 960 960960965965965965965965965 96 5 965970970970970970 970 97097 0 970970975 9 7 5 975975975975975975975975975 97598098098098098098098098098598598598 5 965 965970970 970 970 970970975975 975 97 5 975 975980980 9 8 5985985985985 985990990 96 5 965970970970970970970975975975975975975975975980980980980980 980965965965965965965965965970970 9 7 0 97097097097597 5 975975 975 975975975975980980980980 980980 980965965 97 0 970970970975975975975980980980980 980 980965965970970970970975 975975975980980 980955955955955955955955955955955 96 0 960960960 960960960 965 96 5 965 965970970 97097 0 970 970 975975975975975975980 9 8 0 980 980 98 5 9 8 5985985 99 0 99 09909909909909959959959951000100010001000 965965970970970 970970970 975 975975975 980980 965965 97097097097 0 975975 980980985990 965965965965970 97097097 0 97 5 975 975975 980 965 965 970 970975 980965965970970970970 970975975975 975 970970 970970970970970975975 975975 970970975975975975975975 975975975975 975 97 5980980980980985985 975975975980980980 980980980980980985985990990 975975980980980 980 980985985 985985 98598 599099099599510001000 97598098098098598 5 9859 8 5 985 985 990 990 990990 990990 990990995995995995995995 975980985990 9 9 0 990 990 990990 990995995 995 995 995 99599599510001000100010001000 1000 980980980985990995 9959959 9 5 9959959951000 1 0 0 0 10001000 10001000100010051 0 05 10051005100510 0 510101010 980985990995100010001000 1000 10001005100510051005100510051005 10051005 1010 1015 10 1 5 101510001000 10 0 0 1000100510051005101010 1 0 1010101 5 9951000 100510051005100510051010 10101 0 1 0 101512345678SFSFRSC SFSFSFSF SFSFSF SFSFSFSFSFSFSFSFRSCRSC RSCRSCRSC RSCRSCRSCRSCRSCRSCRSCRSCRSC SFSFSFRSCSFSFSFSFSFSFS FSFSFSF S F SFRSC RSC SFSFSFSF SFSF SFSFSF SF SFSFSFSF SF S FSF RSCSFS F PRE-SFPR E - S F PRE-SF PRE-SFPRE-SFSFSFSF SFSF RSCRSCRSC RSCRSC SFSFSFSFSFSFSFSFRSCRSCRSC RSCRSCRSCRSCRSCPRE-SFPRE-SFPRE-SFPRE-SFWAYZATAORONOWAYZATAORONOWAYZATAORONOSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326GD01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGGRADING PLAN - OVERALL WAYZATA COUNTRY CLUB REGRADINGC200 4301902/27/2024 GRETCHEN A. SCHROEDER . . . 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUBPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'200'400'600'1" = 200'200' 40' or 20' 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.00PROPERTY LINE982980POND NORMAL WATER LEVELEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONFLOW DIRECTIONCURB AND GUTTERGRADING LEGENDGRADING NOTES0.00%900.00900.00SILT FENCESFREDUNDANT SILT CONTROLRSCROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETDELINEATED WETLANDWETLAND FILL AREAWETLAND MITIGATION AREAEXISTINGPROPOSEDGRADING LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELDVERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANYDISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES,RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OFDOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION ANDBACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHYSTAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BEAPPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPESBETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSEDCONTOURS ARE TO FINISHED SURFACE GRADE.9.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED.THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES.10.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATIONSYSTEM (NPDES) PERMIT REQUIREMENTS.11.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLINGSHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL,IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OFFAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.12.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIEDDENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.13.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITHREQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.14.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OFREMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER.15.CONTRACTOR TO SERVE FUTURE BUILDING PAD WITH SMALL UTILITIES. CONTACT OWNER FOR REQUIRED SIZES.16.CONTRACTOR/OWNER TO OBTAIN SOIL BORING IN AREA OF FUTURE BUILDING PAD.17.THE TOTAL AREA OF DISTURBANCE SHALL GENERALLY BE LIMITED TO 5 ACRES, MEANING ADDITIONAL AREA MAY BE OPENED AFTER PERMANENT ORTEMPORARY RESTORATION AND EROSION AND SEDIMENT CONTROL ITEMS ARE IN PLACE ON COMPLETED AREAS. THE OWNER SHALL BE REQUIREDTO IMPLEMENT SITE SPECIFIC PHASING REQUIREMENTS SET BY THE CITY OF WAYZATA.18.ORANGE CONSTRUCTION FENCE SHALL BE REQUIRED ALONG THE PERIMETER OF ALL PROJECTS ADJACENT TO EXISTING BUILDINGS, ROADS, PONDS,OR AS DIRECTED BY THE CITY OF WAYZATA. ORANGE SILT FENCE SHALL NOT BE ACCEPTED AS A SUBSTITUTE FOR ORANGE CONSTRUCTION FENCE.1.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BEMAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELDCONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TOTHE GRADING CONTRACT.2.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION ANDEROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATIONINCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALLCOMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'SRESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTINGPAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THESATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THECONTRACTOR AFTER THE TURF IS ESTABLISHED.3.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THESITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.4.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKETOR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.5.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY.A.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREB.POND SLOPES AND WETLAND AREAS SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.C.FAIRWAYS, GREENS, TEE BOXES, AND OTHER GOLF-RELATED AREAS SHALL BE SEEDED AND/OR SODDED PER ARCHITECT RECOMMENDATIONS.D.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.E.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZEDTO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPINGOR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BEPROVIDED WITH A POSITIVE OUTFLOW.GENERAL EROSION CONTROL NOTESWETLAND IMPACT SUMMARYWATWATERMAINSANITARY SEWERSANSANITARY SEWER FORCEMAINFMPRE-SFPRE-CONSTRUCTION SILT CONTROL1.THE APPLICANT HAS SUBMITTED ANINCIDENTAL WETLAND DETERMINATIONFOR IMPACTS TO DELINEATED WETLANDFEATURES WB-03 AND WB-04 FROM THEMINNEHAHA CREEK WATERSHEDDISTRICT UNDER MN RULES 8420.0105SUBPART 2 (INCIDENTAL WETLANDS) ONFEBRUARY 21, 2024. THE APPLICANT HASALSO SUBMITTED AN APPLICATIONREQUESTING EITHER A NO-PERMITREQUIRED LETTER FOR WORK INWETLANDS WB-03 AND WB-04 OR ANAJD THAT THESE WETLANDS ARENON-JURISDICTIONAL FROM THE STPAUL DISTRICT OF THE US ARMY CORPSOF ENGINEERS.GRADING SUMMARY·PROPERTY AREA218.3 AC·DISTURBED AREA42.9 AC·INCREASE IN IMPERVIOUS SURFACE (CART PATHS*)58,000 SF* DISCONNECTED IMPERVIOUS SURFACES·EARTHWORK VOLUME ESTIMATE41,400 CY EXPORT** GOLF COURSE ARCHITECT TO MINIMIZE EXPORT BY CREATING LANDSCAPE FEATURES ON SITE WITH EXCESS MATERIAL50 9659659659659709709 7 0 9 7 5 975975 965 96 5 970 970965965970970970970 970975975970970970970970975975 9709759759759 7 5 975975 9759759759759809 8 0 980980985985 9759759759809809809809859 8 5990990 975975980980980 98 0 98098598 5 985990990 995 99 5 10001000 97598098598 5 9859 8 5 985 990 990 990990995995995995 975980985990 9 9 0 990 99 099599 5 10001 0 0 0 980980980 98 5 9909959959959 9 5 9951000 1 0 0 010051 0 0 5 98098599099510 0 0 10001000 100510051005100510051005100010001005101010 1 0 99510001005101014 5SFSFSFSFSF SFSFSFSFSFSF SFSF SFSFSF SF SF SFSFSFSF SFSFSF S FSFSF SFSFSFSFSF SF SF SFRSCRSCRSCRSC RSC RSC RSCPRE-SFPRE-SF965963964964966967968969971972970961962963 970968969971972973976977974975977978967968969970969971972973975974980976976977977978979 9649659869869859 8 2 9839849869669 6 7 976977978979975973973974976 977 978 975 976 977972 9739739749 9 0 990990995100010001001100210039969979989 9 9 999100510041010100710081009 1011101210101011101210081010100610071008 10091010100610071 0 0 8 1009967SILT FENCE (TYP.)WB-05WETLANDMITIGATIONREDUNDANT SILTCONTROL (TYP.)SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326GD01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGGRADING PLAN - AREA 1 WAYZATA COUNTRY CLUB REGRADINGC201 4301902/27/2024 GRETCHEN A. SCHROEDER . . . 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUBPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'50' 10' or 5' 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.0012345678KEYMAPPROPERTY LINE982980POND NORMAL WATER LEVELEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONFLOW DIRECTIONCURB AND GUTTERGRADING LEGENDGRADING NOTES0.00%900.00900.00SILT FENCESFREDUNDANT SILT CONTROLRSCROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETDELINEATED WETLANDWETLAND FILL AREAWETLAND MITIGATION AREAEXISTINGPROPOSEDGRADING LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELDVERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANYDISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES,RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OFDOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION ANDBACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHYSTAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BEAPPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPESBETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSEDCONTOURS ARE TO FINISHED SURFACE GRADE.9.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED.THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES.10.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATIONSYSTEM (NPDES) PERMIT REQUIREMENTS.11.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLINGSHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL,IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OFFAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.12.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIEDDENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.13.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITHREQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.14.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OFREMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER.15.CONTRACTOR TO SERVE FUTURE BUILDING PAD WITH SMALL UTILITIES. CONTACT OWNER FOR REQUIRED SIZES.16.CONTRACTOR/OWNER TO OBTAIN SOIL BORING IN AREA OF FUTURE BUILDING PAD.17.THE TOTAL AREA OF DISTURBANCE SHALL GENERALLY BE LIMITED TO 5 ACRES, MEANING ADDITIONAL AREA MAY BE OPENED AFTER PERMANENT ORTEMPORARY RESTORATION AND EROSION AND SEDIMENT CONTROL ITEMS ARE IN PLACE ON COMPLETED AREAS. THE OWNER SHALL BE REQUIREDTO IMPLEMENT SITE SPECIFIC PHASING REQUIREMENTS SET BY THE CITY OF WAYZATA.18.ORANGE CONSTRUCTION FENCE SHALL BE REQUIRED ALONG THE PERIMETER OF ALL PROJECTS ADJACENT TO EXISTING BUILDINGS, ROADS, PONDS,OR AS DIRECTED BY THE CITY OF WAYZATA. ORANGE SILT FENCE SHALL NOT BE ACCEPTED AS A SUBSTITUTE FOR ORANGE CONSTRUCTION FENCE.1.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BEMAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELDCONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TOTHE GRADING CONTRACT.2.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION ANDEROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATIONINCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALLCOMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'SRESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTINGPAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THESATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THECONTRACTOR AFTER THE TURF IS ESTABLISHED.3.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THESITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.4.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKETOR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.5.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY.A.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREB.POND SLOPES AND WETLAND AREAS SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.C.FAIRWAYS, GREENS, TEE BOXES, AND OTHER GOLF-RELATED AREAS SHALL BE SEEDED AND/OR SODDED PER ARCHITECT RECOMMENDATIONS.D.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.E.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZEDTO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPINGOR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BEPROVIDED WITH A POSITIVE OUTFLOW.GENERAL EROSION CONTROL NOTESWETLAND IMPACT SUMMARYWATWATERMAINSANITARY SEWERSANSANITARY SEWER FORCEMAINFMPRE-SFPRE-CONSTRUCTION SILT CONTROL1.THE APPLICANT HAS SUBMITTED ANINCIDENTAL WETLAND DETERMINATIONFOR IMPACTS TO DELINEATED WETLANDFEATURES WB-03 AND WB-04 FROM THEMINNEHAHA CREEK WATERSHEDDISTRICT UNDER MN RULES 8420.0105SUBPART 2 (INCIDENTAL WETLANDS) ONFEBRUARY 21, 2024. THE APPLICANT HASALSO SUBMITTED AN APPLICATIONREQUESTING EITHER A NO-PERMITREQUIRED LETTER FOR WORK INWETLANDS WB-03 AND WB-04 OR ANAJD THAT THESE WETLANDS ARENON-JURISDICTIONAL FROM THE STPAUL DISTRICT OF THE US ARMY CORPSOF ENGINEERS.51 970970975980 975980 975975 970970975975 970975975 980 98 0980980 985985985 9 8 5 980980 985990990990990995995 990990990995995995995 9959951000 10001000 1000 99599599510001000 10001000100010051005100510 0 510101010 1000 100010051005 1005 1010 101 5 10 1 5 1015100010001005 1005 101010 1 5 100510051005100510101 0 1 0 101525SFSFSFSFSFSFSFSFSF S F SFSFSFSF SFSFSFSFS F SFSFSF SFSFSFR S C RSC RSCRSCRSC RSCRS CSFSFSFSF974972973975974 990995987988989991992993994991 992 9939949909879889899919951000993994996997998999100110021003995992993994996997 992995993994996997998999100010019951000 10059939949969979989991001100210031004991992995994996997998999100010011002100510031004100610071008995 1000 999 10009991001100110031004100 5 1006100710081 0 0 9 1 0 0 3 102010161017101810191015101 5 10201016 1017 1018 10191021101310141016101710 1 8 1018101810171018 1019101510161017101010111012 10131 0 1 4 101510161017SILT FENCE (TYP.)EX. RAIN GARDENEX. RAIN GARDENSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326GD01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGGRADING PLAN - AREA 2 WAYZATA COUNTRY CLUB REGRADINGC202 4301902/27/2024 GRETCHEN A. SCHROEDER . . . 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUBPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'50' 10' or 5' 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.0012345678KEYMAPPROPERTY LINE982980POND NORMAL WATER LEVELEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONFLOW DIRECTIONCURB AND GUTTERGRADING LEGENDGRADING NOTES0.00%900.00900.00SILT FENCESFREDUNDANT SILT CONTROLRSCROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETDELINEATED WETLANDWETLAND FILL AREAWETLAND MITIGATION AREAEXISTINGPROPOSEDGRADING LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELDVERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANYDISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES,RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OFDOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION ANDBACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHYSTAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BEAPPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPESBETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSEDCONTOURS ARE TO FINISHED SURFACE GRADE.9.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED.THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES.10.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATIONSYSTEM (NPDES) PERMIT REQUIREMENTS.11.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLINGSHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL,IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OFFAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.12.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIEDDENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.13.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITHREQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.14.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OFREMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER.15.CONTRACTOR TO SERVE FUTURE BUILDING PAD WITH SMALL UTILITIES. CONTACT OWNER FOR REQUIRED SIZES.16.CONTRACTOR/OWNER TO OBTAIN SOIL BORING IN AREA OF FUTURE BUILDING PAD.17.THE TOTAL AREA OF DISTURBANCE SHALL GENERALLY BE LIMITED TO 5 ACRES, MEANING ADDITIONAL AREA MAY BE OPENED AFTER PERMANENT ORTEMPORARY RESTORATION AND EROSION AND SEDIMENT CONTROL ITEMS ARE IN PLACE ON COMPLETED AREAS. THE OWNER SHALL BE REQUIREDTO IMPLEMENT SITE SPECIFIC PHASING REQUIREMENTS SET BY THE CITY OF WAYZATA.18.ORANGE CONSTRUCTION FENCE SHALL BE REQUIRED ALONG THE PERIMETER OF ALL PROJECTS ADJACENT TO EXISTING BUILDINGS, ROADS, PONDS,OR AS DIRECTED BY THE CITY OF WAYZATA. ORANGE SILT FENCE SHALL NOT BE ACCEPTED AS A SUBSTITUTE FOR ORANGE CONSTRUCTION FENCE.1.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BEMAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELDCONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TOTHE GRADING CONTRACT.2.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION ANDEROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATIONINCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALLCOMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'SRESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTINGPAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THESATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THECONTRACTOR AFTER THE TURF IS ESTABLISHED.3.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THESITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.4.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKETOR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.5.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY.A.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREB.POND SLOPES AND WETLAND AREAS SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.C.FAIRWAYS, GREENS, TEE BOXES, AND OTHER GOLF-RELATED AREAS SHALL BE SEEDED AND/OR SODDED PER ARCHITECT RECOMMENDATIONS.D.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.E.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZEDTO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPINGOR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BEPROVIDED WITH A POSITIVE OUTFLOW.GENERAL EROSION CONTROL NOTESWETLAND IMPACT SUMMARYWATWATERMAINSANITARY SEWERSANSANITARY SEWER FORCEMAINFMPRE-SFPRE-CONSTRUCTION SILT CONTROL1.THE APPLICANT HAS SUBMITTED ANINCIDENTAL WETLAND DETERMINATIONFOR IMPACTS TO DELINEATED WETLANDFEATURES WB-03 AND WB-04 FROM THEMINNEHAHA CREEK WATERSHEDDISTRICT UNDER MN RULES 8420.0105SUBPART 2 (INCIDENTAL WETLANDS) ONFEBRUARY 21, 2024. THE APPLICANT HASALSO SUBMITTED AN APPLICATIONREQUESTING EITHER A NO-PERMITREQUIRED LETTER FOR WORK INWETLANDS WB-03 AND WB-04 OR ANAJD THAT THESE WETLANDS ARENON-JURISDICTIONAL FROM THE STPAUL DISTRICT OF THE US ARMY CORPSOF ENGINEERS.52 955 9609 6 0 960965965 965970975980985990955960965 9 6 5 96597097598098599 0 995955960965970 9709709709709759809859859859859859909951000 955960965970975 98098 0980980980 985990995 1000 960965 9 7 0 97597597 5 980980980980980 985985985 9909959959 9 5995995 100010 0 0 9609 6 59659 6 59659 6 5 96 5 96 5 970 9709709709 7 0 975975975975975975975 980980970970 970975980367SF SF SF SF SF SF SF SF SF SFSFSF SFSFRSC RSC RSCRSC9809789 7 9 97797 9 968965962962965963964966967968969965961962963964 967967 971972 970971972975980972973974976977978979 980976 977 978979981972973 975976 9759 7 4 9769779789809 7 9 976SILT FENCE (TYP.)WB-02SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326GD01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGGRADING PLAN - AREA 3 WAYZATA COUNTRY CLUB REGRADINGC203 4301902/27/2024 GRETCHEN A. SCHROEDER . . . 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUBPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'50' 10' or 5' 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.0012345678KEYMAPPROPERTY LINE982980POND NORMAL WATER LEVELEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONFLOW DIRECTIONCURB AND GUTTERGRADING LEGENDGRADING NOTES0.00%900.00900.00SILT FENCESFREDUNDANT SILT CONTROLRSCROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETDELINEATED WETLANDWETLAND FILL AREAWETLAND MITIGATION AREAEXISTINGPROPOSEDGRADING LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELDVERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANYDISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES,RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OFDOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION ANDBACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHYSTAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BEAPPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPESBETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSEDCONTOURS ARE TO FINISHED SURFACE GRADE.9.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED.THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES.10.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATIONSYSTEM (NPDES) PERMIT REQUIREMENTS.11.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLINGSHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL,IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OFFAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.12.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIEDDENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.13.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITHREQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.14.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OFREMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER.15.CONTRACTOR TO SERVE FUTURE BUILDING PAD WITH SMALL UTILITIES. CONTACT OWNER FOR REQUIRED SIZES.16.CONTRACTOR/OWNER TO OBTAIN SOIL BORING IN AREA OF FUTURE BUILDING PAD.17.THE TOTAL AREA OF DISTURBANCE SHALL GENERALLY BE LIMITED TO 5 ACRES, MEANING ADDITIONAL AREA MAY BE OPENED AFTER PERMANENT ORTEMPORARY RESTORATION AND EROSION AND SEDIMENT CONTROL ITEMS ARE IN PLACE ON COMPLETED AREAS. THE OWNER SHALL BE REQUIREDTO IMPLEMENT SITE SPECIFIC PHASING REQUIREMENTS SET BY THE CITY OF WAYZATA.18.ORANGE CONSTRUCTION FENCE SHALL BE REQUIRED ALONG THE PERIMETER OF ALL PROJECTS ADJACENT TO EXISTING BUILDINGS, ROADS, PONDS,OR AS DIRECTED BY THE CITY OF WAYZATA. ORANGE SILT FENCE SHALL NOT BE ACCEPTED AS A SUBSTITUTE FOR ORANGE CONSTRUCTION FENCE.1.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BEMAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELDCONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TOTHE GRADING CONTRACT.2.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION ANDEROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATIONINCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALLCOMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'SRESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTINGPAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THESATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THECONTRACTOR AFTER THE TURF IS ESTABLISHED.3.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THESITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.4.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKETOR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.5.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY.A.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREB.POND SLOPES AND WETLAND AREAS SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.C.FAIRWAYS, GREENS, TEE BOXES, AND OTHER GOLF-RELATED AREAS SHALL BE SEEDED AND/OR SODDED PER ARCHITECT RECOMMENDATIONS.D.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.E.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZEDTO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPINGOR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BEPROVIDED WITH A POSITIVE OUTFLOW.GENERAL EROSION CONTROL NOTESWETLAND IMPACT SUMMARYWATWATERMAINSANITARY SEWERSANSANITARY SEWER FORCEMAINFMPRE-SFPRE-CONSTRUCTION SILT CONTROL1.THE APPLICANT HAS SUBMITTED ANINCIDENTAL WETLAND DETERMINATIONFOR IMPACTS TO DELINEATED WETLANDFEATURES WB-03 AND WB-04 FROM THEMINNEHAHA CREEK WATERSHEDDISTRICT UNDER MN RULES 8420.0105SUBPART 2 (INCIDENTAL WETLANDS) ONFEBRUARY 21, 2024. THE APPLICANT HASALSO SUBMITTED AN APPLICATIONREQUESTING EITHER A NO-PERMITREQUIRED LETTER FOR WORK INWETLANDS WB-03 AND WB-04 OR ANAJD THAT THESE WETLANDS ARENON-JURISDICTIONAL FROM THE STPAUL DISTRICT OF THE US ARMY CORPSOF ENGINEERS.53 WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATFM FM FM FM FM FM FM FM FM FMFMFM970975980 9 8 0980985990 995 995995995 1000 10001005100510051005 965970975980980 980980980985 9 9 099099510 0 01000100010001005100510051005 965 9709759 8 0 9809 8 098598598599099510001000100010051005 97 0 9 7 5980980 980980 980985990995995995995100010001000 970975 980 98098 0 985985985 98598599099510001000100096 5 970 97598098098098098098098098598598598 5 970 970975975 975 97 59809809859859859 8 5985 9859909 9 0 96 5970970970970970975975975975975975980980 965965965965965965965965970970 97097097097597 5 975975975975980980980980 965965970 970975975975980980 980980 980 965965970970970975 975975980980 965965970970 970970970 975 975975980965965 97097097 09759809859904 57SFSFSF SF SF SF SF SF SFSFSFSFSFSFSFSFSFS F SFSFSFSFSFSFSFSF SFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSF SF RSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSC RSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSC RSC PRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SF9 6 7 970 970967968968969969971972973974 975971972973974 976970969971972962963964965 961961 96 2963964 9 7 0 971 971 971971 972972970967968969971972 973 97 0 975 9 6 8 9 6 9 971 972 973 974976977978979 9709 8 0 98596896997197297397497 7 9 7 8 9799 8 1 9 8 2 983984986980978979975 975976976977 977980 976 977 978979980977978979976977977978975976990987988989991991 9919819819859819829839849869869869879879859829839849859859849849869839849 8 09819829 8 3984980 980 978 9 7 8 979 979981982983980980985978978979981981982 982983984 980 977978 979 981 975980976 977978979981982 98098 0 97997 9 98 1 98098098198198298297697797897997 097096 7 9679 6 7 968968 9 6 9 969 971972973984975 972 973 974 976 9779789799809819 8 2 970966967968969971 965970966967968969 9 7 5 97497 6 977 97197297397497597 6 977980985 979981982983984980985981982983984986987101010101011 10081008100999510001005 99699799899910011002100310041006100710001005 996 997 998 999 10011002100310041006 990995 988989991992993994 985990982 983 98498 6 987 988989991992993994 9859839931 0 0 0 99 9 1009 SILT FENCE (TYP.)WB-05WETLANDMITIGATIONPRE-CONSTRUCTION SILTFENCE (TYP.) - REMOVE ONCEPOND EXCAVATION BEGINSSILT FENCE (TYP.)REDUNDANT SILTCONTROL (TYP.)SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326GD01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGGRADING PLAN - AREA 4 WAYZATA COUNTRY CLUB REGRADINGC204 4301902/27/2024 GRETCHEN A. SCHROEDER . . . 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUBPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'50' 10' or 5' 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.0012345678KEYMAPPROPERTY LINE982980POND NORMAL WATER LEVELEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONFLOW DIRECTIONCURB AND GUTTERGRADING LEGENDGRADING NOTES0.00%900.00900.00SILT FENCESFREDUNDANT SILT CONTROLRSCROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETDELINEATED WETLANDWETLAND FILL AREAWETLAND MITIGATION AREAEXISTINGPROPOSEDGRADING LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELDVERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANYDISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES,RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OFDOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION ANDBACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHYSTAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BEAPPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPESBETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSEDCONTOURS ARE TO FINISHED SURFACE GRADE.9.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED.THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES.10.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATIONSYSTEM (NPDES) PERMIT REQUIREMENTS.11.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLINGSHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL,IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OFFAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.12.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIEDDENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.13.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITHREQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.14.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OFREMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER.15.CONTRACTOR TO SERVE FUTURE BUILDING PAD WITH SMALL UTILITIES. CONTACT OWNER FOR REQUIRED SIZES.16.CONTRACTOR/OWNER TO OBTAIN SOIL BORING IN AREA OF FUTURE BUILDING PAD.17.THE TOTAL AREA OF DISTURBANCE SHALL GENERALLY BE LIMITED TO 5 ACRES, MEANING ADDITIONAL AREA MAY BE OPENED AFTER PERMANENT ORTEMPORARY RESTORATION AND EROSION AND SEDIMENT CONTROL ITEMS ARE IN PLACE ON COMPLETED AREAS. THE OWNER SHALL BE REQUIREDTO IMPLEMENT SITE SPECIFIC PHASING REQUIREMENTS SET BY THE CITY OF WAYZATA.18.ORANGE CONSTRUCTION FENCE SHALL BE REQUIRED ALONG THE PERIMETER OF ALL PROJECTS ADJACENT TO EXISTING BUILDINGS, ROADS, PONDS,OR AS DIRECTED BY THE CITY OF WAYZATA. ORANGE SILT FENCE SHALL NOT BE ACCEPTED AS A SUBSTITUTE FOR ORANGE CONSTRUCTION FENCE.1.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BEMAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELDCONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TOTHE GRADING CONTRACT.2.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION ANDEROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATIONINCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALLCOMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'SRESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTINGPAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THESATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THECONTRACTOR AFTER THE TURF IS ESTABLISHED.3.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THESITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.4.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKETOR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.5.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY.A.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREB.POND SLOPES AND WETLAND AREAS SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.C.FAIRWAYS, GREENS, TEE BOXES, AND OTHER GOLF-RELATED AREAS SHALL BE SEEDED AND/OR SODDED PER ARCHITECT RECOMMENDATIONS.D.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.E.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZEDTO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPINGOR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BEPROVIDED WITH A POSITIVE OUTFLOW.GENERAL EROSION CONTROL NOTESWETLAND IMPACT SUMMARYWATWATERMAINSANITARY SEWERSANSANITARY SEWER FORCEMAINFMPRE-SFPRE-CONSTRUCTION SILT CONTROL1.THE APPLICANT HAS SUBMITTED ANINCIDENTAL WETLAND DETERMINATIONFOR IMPACTS TO DELINEATED WETLANDFEATURES WB-03 AND WB-04 FROM THEMINNEHAHA CREEK WATERSHEDDISTRICT UNDER MN RULES 8420.0105SUBPART 2 (INCIDENTAL WETLANDS) ONFEBRUARY 21, 2024. THE APPLICANT HASALSO SUBMITTED AN APPLICATIONREQUESTING EITHER A NO-PERMITREQUIRED LETTER FOR WORK INWETLANDS WB-03 AND WB-04 OR ANAJD THAT THESE WETLANDS ARENON-JURISDICTIONAL FROM THE STPAUL DISTRICT OF THE US ARMY CORPSOF ENGINEERS.54 FENCE LINE IS 3.7'SOUTH OF CORNERXXONE INCH OPEN PIPEHALF INCH OPEN PIPE104.70S83°19'09"EN00°22'49"E 415.2354.6850.02115.20 115.22 100.01 HALF INCH REBAR84.80960960960960965 965 970970960960960960965 96596 5 965 96596 5 9 7 0 960960960960960960960960 965965965 965 965 970 970 970 970 960960 965965965 965 965965970970970970 96096096596596597097 0970970 960960965965 9709 7 0 970970975 9 7 5 975975965965970970 970970975 975965965970 97598098 0 980970970975975975980980980 970970975975980 970970975980970975980 97097598058SFSFSFSFSFSFSFSFSFSFRSCRSCRSCRSCRSCRSCSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSF SF S F S F S F S F SFSFSFSFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFSF SFSFSFSFSFSFSFSFSFSFSFSF RSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSC 970966967967968969971972973970969971 975971972973 974970971 970969967967968974970969970971963962956957958959960960965959959961962963964966961962963964965961962963962963961962963964962962963963964962963960965970970959961962964966967967968968969969965961962963964960957958959961962 965 963 9649669679689689599599609659659599 6 1 962963963964964966966 970 9709 7 0 975967968969 96996997 1 97297397497 6 97097 0 975968 968969 969971971 9 7 2 973973973974976977978979970 975971 97 1972 972 973973 973974974 974976977965963964966967970967 9689 6 9 9719729709 7 1 970968 969971971972972 972965 96 4 966 SILT FENCE (TYP.)SILT FENCE (TYP.)REDUNDANT SILTCONTROL (TYP.)WB-04WETLAND FILLWETLANDMITIGATIONPRE-CONSTRUCTION SILTFENCE (TYP.) - REMOVE ONCEPOND EXCAVATION BEGINSSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326GD01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGGRADING PLAN - AREA 5 WAYZATA COUNTRY CLUB REGRADINGC205 4301902/27/2024 GRETCHEN A. SCHROEDER . . . 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUBPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'50' 10' or 5' 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.0012345678KEYMAPPROPERTY LINE982980POND NORMAL WATER LEVELEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONFLOW DIRECTIONCURB AND GUTTERGRADING LEGENDGRADING NOTES0.00%900.00900.00SILT FENCESFREDUNDANT SILT CONTROLRSCROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETDELINEATED WETLANDWETLAND FILL AREAWETLAND MITIGATION AREAEXISTINGPROPOSEDGRADING LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELDVERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANYDISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES,RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OFDOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION ANDBACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHYSTAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BEAPPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPESBETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSEDCONTOURS ARE TO FINISHED SURFACE GRADE.9.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED.THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES.10.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATIONSYSTEM (NPDES) PERMIT REQUIREMENTS.11.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLINGSHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL,IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OFFAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.12.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIEDDENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.13.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITHREQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.14.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OFREMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER.15.CONTRACTOR TO SERVE FUTURE BUILDING PAD WITH SMALL UTILITIES. CONTACT OWNER FOR REQUIRED SIZES.16.CONTRACTOR/OWNER TO OBTAIN SOIL BORING IN AREA OF FUTURE BUILDING PAD.17.THE TOTAL AREA OF DISTURBANCE SHALL GENERALLY BE LIMITED TO 5 ACRES, MEANING ADDITIONAL AREA MAY BE OPENED AFTER PERMANENT ORTEMPORARY RESTORATION AND EROSION AND SEDIMENT CONTROL ITEMS ARE IN PLACE ON COMPLETED AREAS. THE OWNER SHALL BE REQUIREDTO IMPLEMENT SITE SPECIFIC PHASING REQUIREMENTS SET BY THE CITY OF WAYZATA.18.ORANGE CONSTRUCTION FENCE SHALL BE REQUIRED ALONG THE PERIMETER OF ALL PROJECTS ADJACENT TO EXISTING BUILDINGS, ROADS, PONDS,OR AS DIRECTED BY THE CITY OF WAYZATA. ORANGE SILT FENCE SHALL NOT BE ACCEPTED AS A SUBSTITUTE FOR ORANGE CONSTRUCTION FENCE.1.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BEMAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELDCONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TOTHE GRADING CONTRACT.2.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION ANDEROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATIONINCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALLCOMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'SRESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTINGPAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THESATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THECONTRACTOR AFTER THE TURF IS ESTABLISHED.3.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THESITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.4.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKETOR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.5.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY.A.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREB.POND SLOPES AND WETLAND AREAS SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.C.FAIRWAYS, GREENS, TEE BOXES, AND OTHER GOLF-RELATED AREAS SHALL BE SEEDED AND/OR SODDED PER ARCHITECT RECOMMENDATIONS.D.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.E.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZEDTO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPINGOR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BEPROVIDED WITH A POSITIVE OUTFLOW.GENERAL EROSION CONTROL NOTESWETLAND IMPACT SUMMARYWATWATERMAINSANITARY SEWERSANSANITARY SEWER FORCEMAINFMPRE-SFPRE-CONSTRUCTION SILT CONTROL1.THE APPLICANT HAS SUBMITTED ANINCIDENTAL WETLAND DETERMINATIONFOR IMPACTS TO DELINEATED WETLANDFEATURES WB-03 AND WB-04 FROM THEMINNEHAHA CREEK WATERSHEDDISTRICT UNDER MN RULES 8420.0105SUBPART 2 (INCIDENTAL WETLANDS) ONFEBRUARY 21, 2024. THE APPLICANT HASALSO SUBMITTED AN APPLICATIONREQUESTING EITHER A NO-PERMITREQUIRED LETTER FOR WORK INWETLANDS WB-03 AND WB-04 OR ANAJD THAT THESE WETLANDS ARENON-JURISDICTIONAL FROM THE STPAUL DISTRICT OF THE US ARMY CORPSOF ENGINEERS.55 96096096095 596096096 0 96 5 965 955955 955 955955955960960960960 9 5 5 955960960960960965965965970955955960960 965965970975 95595596096 0 960960 960960960960 965965970975 955 955960960 965965970970975 975 955955955 955 960960960960 965970975 980955955955 960960960965965 965970975975 97598098595595 5 955955 95 5 955955955955955960960 67SFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SFSFSFSFSFSF SF SFRSCRSCRSCRSC SFSFSF SFSFSFSFSFSFSFSFSFSFSFSFS F S FSFSF S F S F S F SFSFSFSFSFSFSF SF SFSFSFSF SFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFRSCRSCRSC RSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSC R S C R S C R S C RSCRSCRSCRSCRSCRSCRSC RSCRSCRSCRSC RSC RSCRSCRSCRSCRSC RSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCR S C 98097797 9963 964960959961962 965 962963964966 960960956958959959961958958959959960961961960960960 96196296396496296396596 4 963963960961 96 2 9759739749769779 7 8 9 7 9 965 97 0 975964966967968969971972973974976965970 9759669 6 7 968 969 971972973974976977965955 955960953954956957958959961960957958959961955 953954 956953953953955953954956957957958959955 95495695 5 956 955956957960956957958959961960961962963 956956957 957958958959 960965959961962963964 966964964960956957958959961 962 963957958960959969SILT FENCE (TYP.)REDUNDANT SILTCONTROL (TYP.)REDUNDANT SILTCONTROL (TYP.)WAYZATAORONOWB-01WB-02WB-03WETLAND FILLSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326GD01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGGRADING PLAN - AREA 6 WAYZATA COUNTRY CLUB REGRADINGC206 4301902/27/2024 GRETCHEN A. SCHROEDER . . . 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUBPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'50' 10' or 5' 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.0012345678KEYMAPPROPERTY LINE982980POND NORMAL WATER LEVELEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONFLOW DIRECTIONCURB AND GUTTERGRADING LEGENDGRADING NOTES0.00%900.00900.00SILT FENCESFREDUNDANT SILT CONTROLRSCROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETDELINEATED WETLANDWETLAND FILL AREAWETLAND MITIGATION AREAEXISTINGPROPOSEDGRADING LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELDVERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANYDISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES,RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OFDOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION ANDBACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHYSTAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BEAPPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPESBETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSEDCONTOURS ARE TO FINISHED SURFACE GRADE.9.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED.THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES.10.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATIONSYSTEM (NPDES) PERMIT REQUIREMENTS.11.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLINGSHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL,IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OFFAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.12.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIEDDENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.13.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITHREQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.14.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OFREMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER.15.CONTRACTOR TO SERVE FUTURE BUILDING PAD WITH SMALL UTILITIES. CONTACT OWNER FOR REQUIRED SIZES.16.CONTRACTOR/OWNER TO OBTAIN SOIL BORING IN AREA OF FUTURE BUILDING PAD.17.THE TOTAL AREA OF DISTURBANCE SHALL GENERALLY BE LIMITED TO 5 ACRES, MEANING ADDITIONAL AREA MAY BE OPENED AFTER PERMANENT ORTEMPORARY RESTORATION AND EROSION AND SEDIMENT CONTROL ITEMS ARE IN PLACE ON COMPLETED AREAS. THE OWNER SHALL BE REQUIREDTO IMPLEMENT SITE SPECIFIC PHASING REQUIREMENTS SET BY THE CITY OF WAYZATA.18.ORANGE CONSTRUCTION FENCE SHALL BE REQUIRED ALONG THE PERIMETER OF ALL PROJECTS ADJACENT TO EXISTING BUILDINGS, ROADS, PONDS,OR AS DIRECTED BY THE CITY OF WAYZATA. ORANGE SILT FENCE SHALL NOT BE ACCEPTED AS A SUBSTITUTE FOR ORANGE CONSTRUCTION FENCE.1.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BEMAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELDCONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TOTHE GRADING CONTRACT.2.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION ANDEROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATIONINCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALLCOMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'SRESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTINGPAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THESATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THECONTRACTOR AFTER THE TURF IS ESTABLISHED.3.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THESITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.4.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKETOR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.5.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY.A.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREB.POND SLOPES AND WETLAND AREAS SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.C.FAIRWAYS, GREENS, TEE BOXES, AND OTHER GOLF-RELATED AREAS SHALL BE SEEDED AND/OR SODDED PER ARCHITECT RECOMMENDATIONS.D.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.E.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZEDTO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPINGOR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BEPROVIDED WITH A POSITIVE OUTFLOW.GENERAL EROSION CONTROL NOTESWETLAND IMPACT SUMMARYWATWATERMAINSANITARY SEWERSANSANITARY SEWER FORCEMAINFMPRE-SFPRE-CONSTRUCTION SILT CONTROL1.THE APPLICANT HAS SUBMITTED ANINCIDENTAL WETLAND DETERMINATIONFOR IMPACTS TO DELINEATED WETLANDFEATURES WB-03 AND WB-04 FROM THEMINNEHAHA CREEK WATERSHEDDISTRICT UNDER MN RULES 8420.0105SUBPART 2 (INCIDENTAL WETLANDS) ONFEBRUARY 21, 2024. THE APPLICANT HASALSO SUBMITTED AN APPLICATIONREQUESTING EITHER A NO-PERMITREQUIRED LETTER FOR WORK INWETLANDS WB-03 AND WB-04 OR ANAJD THAT THESE WETLANDS ARENON-JURISDICTIONAL FROM THE STPAUL DISTRICT OF THE US ARMY CORPSOF ENGINEERS.56 WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSANSANSANSANS A N S A N S A N S A NS FM FM FM FM SSSSEX MHRE = 975.768" INV = 967.66 (N)8" INV = 967.61 (S)965965965 965 960960965965 9659 6 5970970 955 9 6 0 960965 9 6 5 970 97 09759 7 5 980 980 980 9809809 8 0 985 985985 985 9609659659709709759 7 598098 09859 8 59909909959951 0 0 0 1000965 965965 96596596597097097597 59809 8 09859 8 5990990995 9 9 5 1000 1 0 0 0 965 965970 970 975 975980980985985985985990 990 995 995 100010 0 0 1005 1005 100 5 10 0 5 970970975975980980 985 98599099 0995995 100 010001000 100 0 100 5 1005 1005 1005 970 97 0 975980980985985990990995995 10 0 0 10001000 1000 1005 100 5 9709759809809859859909909959959 9 59951000 100 010001000 97097598 0 9 8 5 98 5985990990995 995 100010 0 0 10001000100010001005100510051005955 960960965 965970970970 970975975975975980 98098598599099099599510001000 7SFSFSFSFSFSFSFSFSFSFSFSFSF SF SFSFSFSFSFSFSFSFS FSFSFSFSFSF 1011961960956956957958959961962962 965961962963964966967968969965966967968967 970975967968969972973974 976977977978979970969971 970968969971 972973964960 965961 962963964966990995986987988989 991992 993994996997998999988 985990995 9951000100010051005 983 9849869879889899919 9 2 993 994996 996997997998 99899999910011001 1002 100210031003 100410041006 100699 5 9939949969979989991 0 0 01005 99 6997 99 7 9 9 8 99 9 1001100210031004100610071008100910001005998999100110021003100410061007100110011002100099799899999910009991005100610071008 990995100010051005991992993994996997998999100110 0 2 10031004 1 0 0 4 9 9 8 99799610021001100010011 0 0 0999 9909959869879889899919929939949969971000998999100110021003 975980985990 9 9 5 973974976977978979981982983984986987988 989 991 9 9 2 993993 994 9 9 6 99 7 998999 970 975 980985990 9 7 1 9 7 2 97 3 974 976977978979981982983984986987988989 985 99098 6 98 7 988 989SILT FENCE (TYP.)MH-1RE=1004.01IE=992.73 (N)IE=992.73 (SW)SANITARY SEWER STUBIE=994.58 (S)VERIFY WITH MEPCONNECT TO EX. MANHOLE968.00 (NE)37 LF-4" PVC @5.00%330 LF-4" PVC @ 7.50%PROPOSED AMENTITYBUILDING & PATIO1,200 SFFFE = 1004.504" WATERMAIN STUB4" WET TAPCONNECTION TO EX. 8"HDPE WATERMAIN194 LF - 4" WMWAYZATAORONOSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326GD01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGGRADING PLAN - AREA 7 WAYZATA COUNTRY CLUB REGRADINGC207 4301902/27/2024 GRETCHEN A. SCHROEDER . . . 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUBPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'50' 10' or 5' 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.0012345678KEYMAPPROPERTY LINE982980POND NORMAL WATER LEVELEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONFLOW DIRECTIONCURB AND GUTTERGRADING LEGENDGRADING NOTES0.00%900.00900.00SILT FENCESFREDUNDANT SILT CONTROLRSCROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETDELINEATED WETLANDWETLAND FILL AREAWETLAND MITIGATION AREAEXISTINGPROPOSEDGRADING LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELDVERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANYDISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES,RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OFDOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION ANDBACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHYSTAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BEAPPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPESBETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSEDCONTOURS ARE TO FINISHED SURFACE GRADE.9.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED.THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES.10.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATIONSYSTEM (NPDES) PERMIT REQUIREMENTS.11.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLINGSHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL,IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OFFAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.12.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIEDDENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.13.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITHREQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.14.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OFREMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER.15.CONTRACTOR TO SERVE FUTURE BUILDING PAD WITH SMALL UTILITIES. CONTACT OWNER FOR REQUIRED SIZES.16.CONTRACTOR/OWNER TO OBTAIN SOIL BORING IN AREA OF FUTURE BUILDING PAD.17.THE TOTAL AREA OF DISTURBANCE SHALL GENERALLY BE LIMITED TO 5 ACRES, MEANING ADDITIONAL AREA MAY BE OPENED AFTER PERMANENT ORTEMPORARY RESTORATION AND EROSION AND SEDIMENT CONTROL ITEMS ARE IN PLACE ON COMPLETED AREAS. THE OWNER SHALL BE REQUIREDTO IMPLEMENT SITE SPECIFIC PHASING REQUIREMENTS SET BY THE CITY OF WAYZATA.18.ORANGE CONSTRUCTION FENCE SHALL BE REQUIRED ALONG THE PERIMETER OF ALL PROJECTS ADJACENT TO EXISTING BUILDINGS, ROADS, PONDS,OR AS DIRECTED BY THE CITY OF WAYZATA. ORANGE SILT FENCE SHALL NOT BE ACCEPTED AS A SUBSTITUTE FOR ORANGE CONSTRUCTION FENCE.1.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BEMAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELDCONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TOTHE GRADING CONTRACT.2.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION ANDEROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATIONINCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALLCOMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'SRESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTINGPAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THESATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THECONTRACTOR AFTER THE TURF IS ESTABLISHED.3.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THESITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.4.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKETOR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.5.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY.A.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREB.POND SLOPES AND WETLAND AREAS SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.C.FAIRWAYS, GREENS, TEE BOXES, AND OTHER GOLF-RELATED AREAS SHALL BE SEEDED AND/OR SODDED PER ARCHITECT RECOMMENDATIONS.D.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.E.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZEDTO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPINGOR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BEPROVIDED WITH A POSITIVE OUTFLOW.GENERAL EROSION CONTROL NOTESWETLAND IMPACT SUMMARYWATWATERMAINSANITARY SEWERSANSANITARY SEWER FORCEMAINFMPRE-SFPRE-CONSTRUCTION SILT CONTROL1.THE APPLICANT HAS SUBMITTED ANINCIDENTAL WETLAND DETERMINATIONFOR IMPACTS TO DELINEATED WETLANDFEATURES WB-03 AND WB-04 FROM THEMINNEHAHA CREEK WATERSHEDDISTRICT UNDER MN RULES 8420.0105SUBPART 2 (INCIDENTAL WETLANDS) ONFEBRUARY 21, 2024. THE APPLICANT HASALSO SUBMITTED AN APPLICATIONREQUESTING EITHER A NO-PERMITREQUIRED LETTER FOR WORK INWETLANDS WB-03 AND WB-04 OR ANAJD THAT THESE WETLANDS ARENON-JURISDICTIONAL FROM THE STPAUL DISTRICT OF THE US ARMY CORPSOF ENGINEERS.57 XXXXXXRETAINING WALL5.2' EAST OFPROPERTY LINEEDGE OF CONCRETE5.6' EAST OFPROPERTY LINEHALF INCH OPEN PIPEINSCRIBED CAP 8743HALF INCH OPEN PIPEHALF INCH OPEN PIPEHALF INCH OPEN PIPE1.4' SOUTHEAST OF CORNERR/W SIGNRETAINING WALL10.75' EAST OF PROPERTY LINESOUTH LINE OF SE 1/4 SEC. 36231.49 N00°44'46"E 43.93S89°38'23"EN 3 9 ° 2 9 ' 3 8 " E 3 3 2 . 0 2 N14°5 0 ' 0 5 " E 5 2 7 . 9 2 104.70FENCE LINE IS 2.5'SOUTH OF CORNER5 8 . 9 5 5 8 . 2 9 7 6 . 7 6 5 7 . 8 9 79.98 178.07 116.03 97.46 56.38 54.6850.028 0 . 1 3 965 965970970975975980980965970970975975980 980985 985990990 960965970 970975 975980 980985 985990 990995 99510 0 0 1000960960 965965970 970 975 975 9 8 0 98 0 9 8 0 980 9 8 0 980985985 985 9 8 5 9 9 0 990960960960960 960 9659659 7 0 970 97 0 970 975 9759759759 7 5 9 7 5 980980 980980 960 96 0 9609659659659659659 6 5965965 960960960 9 6 0 9 6 0 9 6 0965 960960960 9 6 0 965970 96096096096 0960 960965965970970960960960960965965970970 9 6 0 960960 965 965970 9 7 0975975980 9 8 0 985 9 8 5 9 9 0 99 099099099599510001 0 0 0 8S FSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFRSCRSCRSCRSCRSCRSCRSCRSC PRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SF SFSFSFSFSFSFSFSF RSCRSCRSCRSCRSCRSCRSCRSC957 957958 958959959 9599619 6 2960965970975980985990959961962963964966967968969971972973974976977978979981982982982983984986986987988989991992965970975980966967968969971972973974976977978979981982983984965963964966967968968970975969971972973974974974976965970961962963964966967968969971971965966967975973974976977 97 8980981982 SILT FENCE (TYP.)REDUNDANT SILTCONTROL (TYP.)WAYZATAORONOWB-04WETLANDMITIGATIONPRE-CONSTRUCTION SILT FENCE (TYP.) - REMOVE ONCE POND EXCAVATION BEGINSSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326GD01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGGRADING PLAN - AREA 8 WAYZATA COUNTRY CLUB REGRADINGC208 4301902/27/2024 GRETCHEN A. SCHROEDER . . . 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUBPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'50' 10' or 5' 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.0012345678KEYMAPPROPERTY LINE982980POND NORMAL WATER LEVELEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONFLOW DIRECTIONCURB AND GUTTERGRADING LEGENDGRADING NOTES0.00%900.00900.00SILT FENCESFREDUNDANT SILT CONTROLRSCROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETDELINEATED WETLANDWETLAND FILL AREAWETLAND MITIGATION AREAEXISTINGPROPOSEDGRADING LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELDVERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANYDISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES,RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OFDOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION ANDBACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHYSTAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BEAPPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPESBETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSEDCONTOURS ARE TO FINISHED SURFACE GRADE.9.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED.THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES.10.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATIONSYSTEM (NPDES) PERMIT REQUIREMENTS.11.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLINGSHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL,IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OFFAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.12.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIEDDENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.13.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITHREQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.14.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OFREMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER.15.CONTRACTOR TO SERVE FUTURE BUILDING PAD WITH SMALL UTILITIES. CONTACT OWNER FOR REQUIRED SIZES.16.CONTRACTOR/OWNER TO OBTAIN SOIL BORING IN AREA OF FUTURE BUILDING PAD.17.THE TOTAL AREA OF DISTURBANCE SHALL GENERALLY BE LIMITED TO 5 ACRES, MEANING ADDITIONAL AREA MAY BE OPENED AFTER PERMANENT ORTEMPORARY RESTORATION AND EROSION AND SEDIMENT CONTROL ITEMS ARE IN PLACE ON COMPLETED AREAS. THE OWNER SHALL BE REQUIREDTO IMPLEMENT SITE SPECIFIC PHASING REQUIREMENTS SET BY THE CITY OF WAYZATA.18.ORANGE CONSTRUCTION FENCE SHALL BE REQUIRED ALONG THE PERIMETER OF ALL PROJECTS ADJACENT TO EXISTING BUILDINGS, ROADS, PONDS,OR AS DIRECTED BY THE CITY OF WAYZATA. ORANGE SILT FENCE SHALL NOT BE ACCEPTED AS A SUBSTITUTE FOR ORANGE CONSTRUCTION FENCE.1.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BEMAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELDCONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TOTHE GRADING CONTRACT.2.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION ANDEROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATIONINCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALLCOMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'SRESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTINGPAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THESATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THECONTRACTOR AFTER THE TURF IS ESTABLISHED.3.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THESITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.4.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKETOR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.5.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY.A.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREB.POND SLOPES AND WETLAND AREAS SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.C.FAIRWAYS, GREENS, TEE BOXES, AND OTHER GOLF-RELATED AREAS SHALL BE SEEDED AND/OR SODDED PER ARCHITECT RECOMMENDATIONS.D.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.E.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZEDTO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPINGOR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BEPROVIDED WITH A POSITIVE OUTFLOW.GENERAL EROSION CONTROL NOTESWETLAND IMPACT SUMMARYWATWATERMAINSANITARY SEWERSANSANITARY SEWER FORCEMAINFMPRE-SFPRE-CONSTRUCTION SILT CONTROL1.THE APPLICANT HAS SUBMITTED ANINCIDENTAL WETLAND DETERMINATIONFOR IMPACTS TO DELINEATED WETLANDFEATURES WB-03 AND WB-04 FROM THEMINNEHAHA CREEK WATERSHEDDISTRICT UNDER MN RULES 8420.0105SUBPART 2 (INCIDENTAL WETLANDS) ONFEBRUARY 21, 2024. THE APPLICANT HASALSO SUBMITTED AN APPLICATIONREQUESTING EITHER A NO-PERMITREQUIRED LETTER FOR WORK INWETLANDS WB-03 AND WB-04 OR ANAJD THAT THESE WETLANDS ARENON-JURISDICTIONAL FROM THE STPAUL DISTRICT OF THE US ARMY CORPSOF ENGINEERS.58 SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326DT01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGDETAILS WAYZATA COUNTRY CLUB REGRADINGC300 4301902/27/2024 GRETCHEN A. SCHROEDER AKW GAS AKW 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUBPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com#### ### or ### 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.00FILTER CLOTH 4'ABOVE SOURCEOF WATERMIN. 4" OVERLAPLAST REVISED:04/20/21GD21BERMWATER TABLE15 4"20 6"25 6"30 8"35 8"45 10"NOTES:1.MATS/BLANKETS SHOULD BE INSTALLED VERTICALLY DOWNSLOPE.2.SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICK AND GRASS.3.MATS/BLANKETS SHALL HAVE GOOD SOIL CONTACT.4.LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE SOIL.5.DO NOT STRETCH.SLOPE RATIO2:1 (H:V)>2:1 - 1:1STAPLES/YARD1.2 STAPLES1.7 STAPLESSPACING FOR STAPLESSTAPLELENGTHCATEGORYOFBLANKETTYPICAL SLOPE SOIL STABILIZATIONISOMETRIC VIEWTAMP DIRTOVER MAT/BLANKETVA R I E S NON-WOVEN GEOTEXTILEFILTER FABRIC UNDERTYPICAL TREATMENTGENERALSTAPLEPATTERNVA R I E S 4'VARIES12"TEMPORARY EROSION BLANKETSTURF REINFORCEMENT MATS FOR SLOPESWET SLOPE LININGVARI E S LAST REVISED:04/20/21REDUNDANT SEDIMENT CONTROL OPTION 1GD43GROUND SLOPESEE DETAIL/SWPPP FOR BIOROLL & SILT FENCE INFORMATIONNOTES:1.SEE PLAN FOR DISTURBANCE LIMITS AND LOCATIONS OF SECONDARY CONTROLS.2.TO BE UTILIZED WHEN DISTURBANCE WILL BE WITHIN 50' OF WETLAND/STREAM/DITCH DELINEATIONS.3.SEDIMENT CONTROLS TO BE AT EDGE OF DISTURBANCE, KEEPING AS MUCH BUFFER AS POSSIBLE BETWEEN DISTURBANCE AND WETLAND/STREAM/DITCHGROUND DISTURBANCE:ROAD, PARKING LOT,UTILITIES, ETC.WETLAND/STREAM/DITCHSILT FENCEBIOROLLPROFILE VIEW5'12"MIN.LAST REVISED:08/15/17SILT FENCEGD02RUNOFFPONDING HEIGHTFLOWFLOW PONDING HEIGHTRUNOFFNOTES:1.INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY.2.REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.3.SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.TRENCH WITH NATIVE BACKFILLALTERNATIVE DETAILEXTRA STRENGTH FILTER FABRICTYPE II - ADD WIRE MESH BACKING TYPE III - ADD WIRE MESH AND HAY BALESSTEEL ORWOOD POST36" HIGH MAX.STEEL ORWOOD POSTFILTER FABRIC,ATTACH SECURELYTO UPSTREAMSIDE OF POST4"x6" TRENCHWITH COMPACTEDBACKFILLGRAVEL8"12"MIN.9" MAX.RECOMMENDEDSTORAGE HEIGHT 10'-0" MAX. SPACING WITHWIRE SUPPORT FENCE.6'-0" MAX. SPACINGWITHOUT WIRE SUPPORTFENCESTANDARD DETAILTRENCH WITH GRAVELLAST REVISED:08/15/17CONSTRUCTION ENTRANCEGD05NOTES:1.FILTER FABRIC SHALL BE PLACED UNDER ROCK/WOOD CHIPS TO STOP MUD MIGRATION THROUGH ROCK/WOOD CHIPS.2.WOODCHIPS USED FOR CONSTRUCTION ENTRANCES MUST BE 80% NOT LESS THAN 2-INCHES AND NOT MORE THAN 5-INCHES. NO CHIPPED-UP MANUFACTURED WOOD AND/OR CHEMICALLY TREATED IS ALLOWED.3.ENTRANCES MUST BE MAINTAINED REGULARLY TO PREVENT SEDIMENTATION ON PUBLIC ROADWAYS. FUGITIVE ROCK OR WOODCHIPS WILL BE REMOVED FROM ADJACENT ROADWAYS DAILY OR MORE FREQUENTLY AS NECESSARY.4.LENGTH AND WIDTH TO BE ADJUSTED FOR SITE CONDITIONS.HARD SURFACEPUBLIC ROAD1"-2" WASHED ROCKOR WOODCHIPS PERSPECIFICATIONS18" MINIMUM CUT OFF TOMINIMIZE RUNOFF FROM SITEROCK=12" MIN.WOODCHIPS=18" MIN.20' MIN.WIDTH 50' MIN.LAST REVISED:08/15/17GD092MAXIMUM1SLOPENOTES:1.GROOVES WILL CATCH SEED, FERTILIZER, MULCH, RAINFALL AND DECREASE RUNOFF RATE.2.USE SLOPE TRACKING FOR SLOPES 4:1 AND 50 FEET LONG OR STEEPER/LONGER.3.USE TEMPORARY CONTOUR FURROWS FOR SLOPES 3:1 AND 75 FEET LONG OR STEEPER/LONGER.25'6" MIN.TEMPORARY CONTOUR FURROWSSURFACE ROUGHENING FOR ALLSLOPES GREATER THAN 4:1SLOPE TRACKING42"NOTES:1.PRUNING WILL BE DONE BY PROFESSIONALS DURING APPROPRIATE PRUNING SEASON.2.NO STORAGE OF MATERIALS, OPERATION OF MACHINERY, OR DEVELOPMENT OF ANY SORT WILL OCCUR WITHIN THE FENCE-LINE WITHOUT APPROVAL IN WRITING FROM THE CITY.3.SITE GRADING TO BE DONE ONLY AFTER PROTECTIVE MEASURES HAVE BEEN TAKEN, CITY HAS APPROVED FENCING LOCATIONS, AND ALL CONTRACTORS HAVE BEEN BRIEFED ON TREE PRESERVATION TECHNIQUES.LAST REVISED:08/15/17TREE PROTECTIONGD36DRIPLINEORANGE CONSTRUCTION FENCESTAKED EVERY 6'"T" POST OR EQUAL6' METAL FENCE POST.STAKE EVERY 6' MAX.ORANGE MESH CONSTRUCTION FENCELOCATION AS SHOWN ON PLAN. MAINTAINMAXIMUM DISTANCE FROM TRUNK POSSIBLE.6' MAXPLANELEVATIONLAST REVISED:04/20/21REDUNDANT SEDIMENT CONTROL OPTION 2GD44SEE DETAIL/SWPPP FOR TOP SOIL BERM & SILT FENCE INFORMATIONGROUND SLOPENOTES:1.SEE PLAN FOR DISTURBANCE LIMITS AND LOCATIONS OF SECONDARY CONTROLS.2.TO BE UTILIZED WHEN DISTURBANCE WILL BE WITHIN 50' OF WETLAND/STREAM/DITCH DELINEATIONS.3.SEDIMENT CONTROLS TO BE AT EDGE OF DISTURBANCE, KEEPING AS MUCH BUFFER AS POSSIBLE BETWEEN DISTURBANCE AND WETLAND/STREAM/DITCH3' MIN.1' MIN.GROUND DISTURBANCE:ROAD, PARKING LOT,UTILITIES, ETC.WETLAND/STREAM/DITCHSILT FENCETOP SOIL BERMPROFILE VIEW5'59 SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326SWPPP01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGSWPPP NARRATIVE WAYZATA COUNTRY CLUB REGRADINGC400 4301902/27/2024 GRETCHEN A. SCHROEDER AKW GAS AKW 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUBPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com#### ### or ### 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.00SWPPP NARRATIVETHE SWPPP IS PREPARED IN ACCORDANCE WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) REGULATIONS AS ESTABLISHED BYTHE CLEAN WATER ACT. THE MINNESOTA POLLUTION CONTROL AGENCY'S CONSTRUCTION GENERAL PERMIT MN R100001 (CSGP) (EXPIRATION DATE:JULY 31, 2028) PROVIDES A FRAME WORK OF REQUIREMENTS FOR COMPLIANCE TO DISCHARGE STORMWATER FROM A CONSTRUCTION SITE.THE SWPPP IS FOR IMPLEMENTATION BY THE OWNER AND OPERATOR, AS LISTED BELOW, AT WAYZATA COUNTRY CLUB REGRADING. THIS REPORT SHALLBE ON THE SITE AT ALL TIMES DURING CONSTRUCTION. THE OWNER MUST ALSO KEEP THIS SWPPP ON FILE FOR THREE YEARS AFTER SUBMITTAL OF THENOTICE OF TERMINATION. THE FOLLOWING ARE OUTLINED IN THIS SWPPP:- CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION PRIOR TO AND DURING CONSTRUCTION- CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION AFTER CONSTRUCTION- SOURCES OF STORMWATER AND NON-STORMWATER POLLUTION- INSPECTION AND MAINTENANCE PROCEDURESTHE GRADING AND EROSION CONTROL PLAN PREPARED FOR WAYZATA COUNTRY CLUB REGRADING SHALL BE CONSIDERED PART OF THE SWPPP.PROJECT LOCATIONTHIS DOCUMENT PRESENTS A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR WAYZATA COUNTRY CLUB REGRADING IN WAYZATA & ORONO,MINNESOTA. THE SITE IS LOCATED NORTH OF US HIGHWAY 12 AND WAYZATA BLVD.PROJECT CONTACT INFORMATIONOWNER/DEVELOPER:CONTRACTOR:JESSE TRCKAWAYZATA COUNTRY CLUB200 WAYZATA BLVD WWAYZATA MN 55391JATRCKA@WAYZATACC.COMIDENTIFY PERSONNEL INVOLVED WITH THE PROJECT AND THEIR RELATED NECESSARY TRAINING COMMENSURATE WITH THEIR TASK PRIOR TOCOMMENCEMENT OF CONSTRUCTION ACTIVITIES.SWPPP DESIGNER:SWPPP INSPECTION:BMP INSTALLER:GRETCHEN SCHROEDERWESTWOOD PROFESSIONAL SERVICES12701 WHITEWATER DR., STE 300MINNETONKA, MN 55343952-937-5150GRETCHEN.SCHROEDER@WESTWOODPS.COMUNIV. OF MINN. DESIGN OF SWPPP05/31/2024OWNER/OPERATOR RESPONSIBILITIESOWNER-DEVELOPMENT OF SWPPP PRIOR TO APPLICATION/NOI SUBMITTAL.-SUBMIT A COMPLETE AND ACCURATE APPLICATION FORM (NOI)-COMPLIANCE WITH ALL TERMS AND CONDITIONS OF CONSTRUCTION GENERAL STORMWATER PERMIT-SWPPP SUBMITTAL FOR 30 DAY REVIEW FOR PROTECT GREATER THAN 50 ACRES & DISCHARGING TO SPECIAL/IMPAIRED WATERS WITHIN 1 MILE OFSITE DISCHARGE.-KEEPING PERMIT COVERAGE UP-TO-DATE (TRANSFER/SUBDIVISION)-SUBMIT NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS AFTER ALL PERMIT TERMINATION CONDITIONS AS LISTED IN SECTION 13 ARE COMPETE-SUBMIT NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS OF MEETING REQUIREMENTS OF FINAL STABILIZATION-IDENTIFY WHO HAS LONG TERM OPERATION AND MAINTENANCE RESPONSIBILITY OF THE PERMANENT STORMWATER SYSTEM.-DEVELOP CHAIN OF RESPONSIBILITY WITH ALL OPERATORS TO ENSURE NPDES COMPLIANCE.-IDENTIFY TRAINED PERSONNEL TO DEVELOP THE SWPPP, INSTALL AND MAINTAIN BEST MANAGEMENT PRACTICES, AND OVERSEE THE SWPPP ANDCONDUCT INSPECTIONSOPERATOR-COMPLETION OF AN ACCURATE NOI WITH THE OWNER-COMPLIANCE WITH CSGP SECTIONS 3, 4, 6-22, 24 AND ANY APPLICABLE REQUIREMENTS FOR CONSTRUCTION ACTIVITY IN SECTION 23 (MINN. R. 7090)-KEEPING THE PERMIT UP-TO-DATE WITH THE OWNER (PARTIAL, WHOLE, CONTRACTOR, BUILDER, ETC)-COMPLETE AND SIGN APPLICATIONS FOR PERMIT TRANSFER AND MODIFICATION AND NOTICE OF TERMINATION WITH OWNER AS NEEDED.PROJECT DESCRIPTIONTHE SITE IS APPROXIMATELY 218.4 ACRES. CONSTRUCTION WILL CONSIST OF, BUT IS NOT LIMITED TO, A NEW AMENITY BUILDING NEAR THE DRIVINGRANGE, UTILITIES, AND REGRADING OF SPECIFIC AREAS OF THE GOLF COURSE.PROJECT AREA = 218.4 ACDISTURBED AREA = 42.9 ACEXISTING IMPERVIOUS AREA = 10.8 ACPROPOSED IMPERVIOUS AREA = 11.8 ACPRE-DEVELOPMENT SITE CONDITIONSTHE EXISTING SITE CONSISTS OF A GOLF COURSE AND COUNTRY CLUB. THERE ARE FIVE WETLANDS THAT ACCEPT DRAINAGE FROM THE GOLF COURSE. "A"TYPE SOILS EXIST IN THE CENTRAL AREA OF THE SITE, "C" TYPE SOILS EXIST AT THE NORTHERN AND WESTERN EDGES OF THE SITE, AND "B TYPE SOILS EXISTIN THE SOUTH AND NORTHERN CENTRAL AREAS OF THE SITE. THE REST OF THE SITE IS DOMINATED BY TYPE "C/D" SOILS.SOIL TYPESEXISTING SOILS ON SITE RANGE FROM ORGANICS AND LEAN CLAYS TO SILTS AND SILTY SANDS. MUCH OF THE SOILS ON SITE ARE MODERATELY ERODIBLE,WITH THE SOUTH CENTRAL AREA (OUTSIDE OF THE PROPOSED GRADING LIMITS) CONTAINING SEVERELY ERODIBLE SOILS.POST-DEVELOPMENT SITE CONDITIONSTHE PROPOSED SITE WILL CONTINUE TO BE A GOLF COURSE AND COUNTRY CLUB. AREAS WILL BE GRADED AND REESTABLISHED SO THAT EXISTINGDRAINAGE PATTERNS ARE MAINTAINED. THE EXISTING PONDS AND WETLANDS ON SITE WILL ACCEPT DRAINAGE FROM REGRADED GOLF COURSE AREAS.THERE WILL BE A 1.0-ACRE INCREASE IN IMPERVIOUS AREA DUE TO RECONSTRUCTED CART PATHS AND A FUTURE AMENITY BUILDING.STORM WATER MANAGEMENT PLANTEMPORARY STORMWATER MANAGEMENT PLAN MAY BE REQUIRED, DEPENDING ON PROJECT PHASING. IF MORE THAN 5 ACRES DRAINING TO ACOMMON POINT ARE DISTURBED AT A TIME, CONTRACTOR TO CONSTRUCT TEMPORARY SEDIMENT BASIN(S) TO TREAT RUNOFF PRIOR TO DISCHARGE TOWETLANDS OR OFF-SITE. CONTRACTOR TO CONTACT ENGINEER TO CONFIRM SIZING AND LOCATION.THE PERMANENT STORM WATER MANAGEMENT PLAN WILL CONSIST OF THE GOLF COURSE DRAINING TO INTERNAL PONDS AND WETLANDS, AS IT DOESIN THE EXISTING CONDITION. ULTIMATELY, THE SITE WILL DRAIN SOUTH TO AN UNNAMED CREEK AND WETLAND, THEN TO PEAVEY LAKE AND LAKEMINNETONKA. THE OWNER IS RESPONSIBLE FOR THE LONG TERM MAINTENANCE AND OPERATION OF THE PERMANENT STORM WATER MANAGEMENTSYSTEM.THE SITE STORM WATER DETENTION FACILITY WILL BE CONSTRUCTED TO MEET OR EXCEED LOCAL, STATE AND FEDERAL REQUIREMENTS.TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BMP'S ALONG WITH THE PROCEDURES TO BE USED TO ESTABLISHED ADDITIONALTEMPORARY BMP'S AS NECESSARY FOR SITE CONDITIONS DURING CONSTRUCTION ARE IDENTIFIED ON THE SITE GRADING AND EROSION CONTROL PLANPREPARED FOR THE DEVELOPMENT OF THIS PROJECT, AND WITHIN THE PROJECT STORM WATER POLLUTION PREVENTION PLAN.POTENTIAL STORM WATER POLLUTANTSPOTENTIAL POLLUTANT SOURCES, INCLUDING CONSTRUCTION AND WASTE MATERIALS THAT ARE USED OR STORED AT THE SITE, ARE DESCRIBED IN THESECTION. BY IMPLEMENTATION OF THESE BMPS, THE POTENTIAL POLLUTANT SOURCES ARE NOT REASONABLY EXPECTED TO AFFECT THE STORM WATERDISCHARGES FROM THE SITE.CONSTRUCTION MATERIALS, CHEMICALS AND WASTE MATERIALS THAT WILL BE USED OR STORED AT THE SITE:CONSTRUCTION SEQUENCETHE INTENDED SEQUENCING OF MAJOR SITE CONSTRUCTION ACTIVITIES IS AS FOLLOWS:1.INSTALL PERIMETER CONTROL DEVICES (SILT FENCE, BIO-LOGS, ETC.) AND INLET PROTECTION TO EXISTING STRUCTURES AS SHOWN ON PLAN.INSTALL TREE PROTECTION FENCE AS SHOWN ON PLAN.2.INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE.3.CLEAR AND GRUB SITE.4.STRIP AND STOCKPILE TOPSOIL.5.ROUGH GRADE OF SITE.6.STABILIZE DENUDED AREAS AND STOCKPILES.7.FINAL GRADE.8.WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD AND LANDSCAPING, REMOVE SILT FENCEAND RESEED ANY AREAS DISTURBED BY THE REMOVAL.CONSTRUCTION NOTESIT IS HIGHLY RECOMMENDED THAT THE CONTRACTOR MAINTAIN A STOCKPILE OF EROSION CONTROL DEVICES AND SEDIMENT CONTROL BMP'S ON SITEAT ALL TIMES FOR IMMEDIATE USAGE. IN THE EVENT OF AN ACCIDENTAL SEDIMENT DISCHARGE TO WATERS OF THE STATE, OR ANY DISCHARGE OFHAZARDOUS MATERIAL OF REPORTABLE QUANTITY, CONTACT THE MPCA STATE DUTY OFFICER AT 1-800-422-0798.TIMING OF BMP INSTALLATIONTHE EROSION PREVENTION AND SEDIMENT CONTROL BMP'S SHALL BE INSTALLED TO MINIMIZE EROSION FROM DISTURBED SURFACES AND CAPTURESEDIMENT ON SITE. THE FOLLOWING LIST DEFINES THE TIMING OF EROSION PREVENTION AND SEDIMENT CONTROL MEASURES IN SPECIFIC AREAS.·PRIOR TO START OF CONSTRUCTIONTHE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL BE IMPLEMENTED PRIOR TOCONSTRUCTION:1.INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL AROUND THE PERIMETER OF AREAS TO BE GRADED AND ALL AREAS WHICH ARE NOT TO BEDISTURBED AS SHOWN ON THE GRADING AND EROSION CONTROL PLAN.2.CONSTRUCT GRAVEL CONSTRUCTION ENTRANCES AT FIELD ENTRANCES TO THE SITE AS SHOWN ON THE CONSTRUCTION PLANS.3.INLET PROTECTION IS TO BE INSTALLED AT ALL STORM WATER INLETS WHICH HAVE THE POTENTIAL TO RECEIVE STORM WATER RUNOFF FROM THECONSTRUCTION SITE WITHIN 200 FEET OF LIMITS OF CONSTRUCTION.4.INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL AROUND ALL TEMPORARY INACTIVE STOCKPILES. ALL SILT FENCES FOR STOCKPILES SHALL BEINCIDENTAL TO GRADING CONTRACT IF STOCKPILES ARE PLACED OUTSIDE OF SILT FENCES SHOWN ON THE PLAN.·DURING CONSTRUCTIONTHE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL BE IMPLEMENTED DURINGCONSTRUCTION:1.PHASE GRADING WORK TO MINIMIZE THE DURATION THAT ANY DISTURBED SOIL IS EXPOSED.2.ALL DISTURBED AREAS SHALL HAVE TEMPORARY PROTECTION OR PERMANENT COVER OVER EXPOSED SOIL AREAS IF NOT BEING ACTIVELYGRADED AND/OR IF NOT AT FINAL GRADE WITHIN 7 DAYS OF DISTURBANCE ACTIVITY TEMPORARILY OR PERMANENTLY CEASING. TEMPORARYSEED MIX 22-111, APPLIED AT A RATE OF 30.5 LBS/ACRE, SHALL BE USED PRIOR TO WINTER, IF SITE NOT SODDED.3.STRIP AND STOCKPILE TOPSOIL FOR REPLACEMENT OF 6 INCHES OF TOPSOIL OVER TURF AREAS WHEN GRADING IS COMPLETE.4.PLACE A MINIMUM OF 2 TONS/ACRE OF STRAW ON ALL AREAS AFTER REACHING FINAL GRADE WITH TOPSOIL AND ANCHOR STRAW WITH EITHERA STRAIGHT DISK, HYDROMULCH OR POLYMER.5.STABILIZATION OF TEMPORARY OR PERMANENT DRAINAGE DITCHES THAT DRAIN WATER FROM THE CONSTRUCTION SITE MUST BE INITIATEDWITHIN 24 HOURS OF CONNECTING THE DRAINAGE DITCH TO ANY CONVEYANCE SYSTEM THAT DISCHARGES TO SURFACE WATERS. THE FIRST 200LINEAR FEET MUST BE STABILIZED WITHIN 24 HOURS. THE REMAINING DITCH SHALL BE STABILIZED WITHIN 7 DAYS.6.INSTALL SILT FENCE AROUND ALL TEMPORARY INACTIVE STOCKPILES WHICH ARE NOT PLACED WITHIN EXISTING SILT FENCES OR OTHERPERIMETER CONTROLS.7.TEMPORARY OR PERMANENT ENERGY DISSIPATION AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO BUT NO SOONER THAN 7 DAYS BEFOREAPRON IS INSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON LIP ACCORDING TO THE STANDARD DETAIL.8.SUFFICIENT PERSONNEL, EQUIPMENT, AND MATERIALS SHALL BE MOBILIZED WITHIN 24 HOURS OF A WRITTEN ORDER BY THE OWNER OROWNER'S REPRESENTATIVE TO CONDUCT CORRECTIVE WORK AND INSTALL TEMPORARY EROSION CONTROL WORK IN THE CASE OF ANEMERGENCY.9.REMOVE ANY SEDIMENT THAT HAS BEEN TRACKED ONTO PUBLIC STREETS AT THE END OF THE DAY OR WITHIN 24 HOURS OF DETECTION, ORMORE FREQUENT AT DIRECTION OF SITE INSPECTOR.10.COLLECT ALL CONSTRUCTION DEBRIS IN DUMPSTERS AND ROLL-OFF BOXES, EMPTY WHEN DEBRIS REACHES TOP OF DUMPSTER11.INSPECT POLLUTION CONTROL MEASURES AS SPECIFIED WITHIN SECTION 11 OF THE GENERAL PERMIT.·INLET SEDIMENT CONTROL BMP REMOVALIF INLET SEDIMENT CONTROLS (WIMCO TYPE OR EQUAL) BMP'S ARE REMOVED FOR FLOODING / FREEZING CONCERNS UPON REQUEST OF THEMUNICIPALITY, WATERSHED DISTRICT OR OTHER AGENCY, DOCUMENTATION SHALL BE ATTACHED TO THE INSPECTION REPORTS AND THIS SWPPP OR BEAVAILABLE WITHIN 72 HOURS OF REQUEST. DOCUMENTATION SHALL BE A WRITTEN FORM OF CORRESPONDENCE VERIFYING THE NEED FOR REMOVAL.·UPON COMPLETION OF CONSTRUCTION ACTIVITIESPERMIT TERMINATION CONDITIONS ARE ACHIEVED FOR THE PROJECT WHEN PERMANENT EROSION CONTROL BMP'S ARE APPLIED TO THE SITE. THEPERMANENT EROSION CONTROL BMP'S MAY BE A COMBINED OF VEGETATIVE AND NON-VEGETATIVE COVER TYPES. ADDITIONAL REQUIREMENTS TOACHIEVING FINAL STABILIZATION PERMIT TERMINATION CONDITIONS INCLUDE :1.ALL SOIL DISTURBING ACTIVITY IS COMPLETED. ALL DISTURBED AREA WITHOUT PERMANENT IMPERMEABLE SURFACES ARE VEGETATED FOR FINALSTABILIZATION.2.PERMANENT STORMWATER TREATMENT SYSTEM (IF REQUIRED) IS CONSTRUCTED AND ACCUMULATED SEDIMENT HAS BEEN REMOVED FROMCONSTRUCTION ACTIVITY. CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY SEDIMENT BASINS THAT ARE TO BE USED ASPERMANENT WATER QUALITY MANAGEMENT BASINS. THE CLEAN OUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TODESIGN CAPACITY.3.THE VEGETATIVE COVER FOR THE SITE IS AT A DENSITY, WITH UNIFORM PERENNIAL COVER OF 70% OF THE EXPECTED FINAL GROWTH DENSITY.4.ALL TEMPORARY, SYNTHETIC BMP'S HAVE BEEN REMOVED.PERMANENT VEGETATION ESTABLISHMENTPERMANENT TURF SHALL FOLLOW THE RECOMMENDATIONS PER NOTES AND SPECIFICATIONS IN THE GRADING AND/OR LANDSCAPE PLAN. SEED THAT ISTO OCCUR AFTER OCTOBER 20TH SHALL CONFORM TO THE MNDOT SPECIFICATIONS FOR DORMANT SEEDING.SWPPP INSPECTIONS AND MAINTENANCEEROSION AND SEDIMENT CONTROL INSPECTIONSCONSTRUCTION ACTIVITY AND ALL SUPPORT ACTIVITIES MUST BE INSPECTED (USING MPCA CONSTRUCTION STORMWATER INSPECTION CHECKLIST OR ANALTERNATIVE FORM) WITHIN THE PARAMETERS OF THE SCHEDULE BELOW. THE INSPECTOR SHALL BE A PERSON TRAINED AND FAMILIAR WITH THEREQUIREMENTS OF THIS SWPPPP AND THE MPCA MN R100001 PERMIT. ALTERNATES WILL INCLUDE INDIVIDUALS TO BE DESIGNATED BY THE OWNER ANDMAY INCLUDE CONTRACTOR PERSONNEL OR OTHER QUALIFIED INDIVIDUALS AND SHALL BE LISTED IN THE PROJECT CONTACT INFORMATION SECTION OFTHIS PLANINSPECTION SCHEDULE-IF THE SITE IS ACTIVE: INSPECTION NEEDED ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF A RAINFALL GREATER THAT 0.5 INCHES.-INACTIVE AND STABILIZED AREAS: INSPECTION NEEDED ONCE EVERY 30 CALENDAR DAYS.-INACTIVE AREAS WITH FINAL STABILIZATION: INSPECTION NEEDED ONCE EVERY MONTH FOR 12 MONTHS (NOT INCLUDING FROZEN CONDITIONS).-SUBJECT TO WINTER/FROZEN CONDITIONS: NOT APPLICABLE/NOT NEEDED IF NO CONSTRUCTION ACTIVITY IS OCCURRING.SCOPE OF INSPECTION SHALL INCLUDE:1.RECORD DATE AND TIME OF INSPECTION2.NAME OF PERSON(S) CONDUCTING INSPECTION3.FINDINGS OF THE INSPECTION4.LOCATION AND CORRECTIVE ACTIONS NEEDED5.CORRECTIVE ACTIONS TAKEN (DATE.TIME/BY WHOM)6.DATE AND AMOUNT OF RAINFALL (RAINFALL AMOUNTS TO BE TAKEN FROM AN ONSITE RAIN GAUGE)7.OBSERVED DISCHARGES LOCATIONS8.DESCRIBE DISCHARGE (COLOR, ODOR, FLOATING. SETTLED, SOLIDS, FOAM, OIL SHEEN)9.THE SITE INSPECTOR WILL VISUALLY CHECK A DISCHARGE FROM A TEMPORARY OR PERMANENT SEDIMENTATION BASIN TO ENSURE ADEQUATETREATMENT IS OBTAINED AND DISCHARGE WATER WILL NOT CONTRIBUTE EXCESSIVE SEDIMENT OR OTHER NUISANCE CONDITIONS.10.RECORD CHANGES MADE TO THE SWPPP. AMENDMENTS FROM INSPECTIONS NEED TO BE COMPLETED WITHIN 7 DAYS.11.ALL INSPECTIONS SHALL BE DOCUMENTED WITHIN 24 HOURS AFTER COMPLETING THE FIELD INSPECTION AND AVAILABLE IN PAPER ORELECTRONIC FORM ON SITE.MAINTENANCE OF EROSION AND SEDIMENT CONTROL DEVICESTHE OWNER/CONTRACTOR IS RESPONSIBLE FOR THE OPERATION, MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENTBMPS AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THECONTRACTOR MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTION MANAGEMENT MEASURES TOENSURE INTEGRITY AND EFFECTIVENESS DURING ALL ROUTINE AND POST RAINFALL EVENTS. ALL NONFUNCTIONAL BMPS MUST BE REPAIRED, REPLACED,OR SUPPLEMENTED WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOWACCESS UNLESS ANOTHER TIME FRAME IS SPECIFIED BELOW.THE FOLLOWING GUIDELINES WILL BE USED TO DETERMINE IF THE EROSION AND SEDIMENT CONTROL DEVICES REQUIRE MAINTENANCE, REPAIR, ORREPLACEMENT:1.ALL NON-FUNCTIONAL BMPS - OBSERVED CONDITION; SEDIMENT OVERTOPPING, UNDER WATER, SCOURED ENDS, UNDERMINED, DESTROYED,NON-FUNCTION AS DESIGNED, ETC. - SHALL BE MAINTAINED OR REPLACED BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY ORNOTIFICATION, OR AS SOON AS FIELD CONDITIONS ALLOW.2.PERIMETER SEDIMENT CONTROL (SILT FENCE, FIBER LOGS, BERMS, ETC.) - OBSERVED CONDITION TO BE 1/2 FULL OF SEDIMENT, FLATTENED TO 1/2HEIGHT, DRIVEN OVER, UNDERMINED, SCOURED, MOVED FOR ACCESS, ETC. - SHALL BE MAINTAINED, REPAIRED OR SUPPLEMENTATION OFPERIMETER SEDIMENT CONTROL SHOULD BE DONE BY THE END OF NEXT BUSINESS DAY OR AD FIELD CONDITIONS ALLOW.3.INLET PROTECTION BMPS, CONVEYANCES, SURFACE WATERS - OBSERVED CONDITION; SEDIMENT DEPOSITION, SEDIMENT DELTAS ANACCUMULATION OF SEDIMENT MATERIAL, DEVICES APPEAR PLUGGED WITH SEDIMENT - REMOVAL/CLEAN OUT OF ACCUMULATED SEDIMENT ANDDELTAS TO BE REMOVED WITHIN 7 DAYS, STABILIZE AS NEEDED IF SOILS ARE EXPOSED DURING REMOVAL/CLEAN OUT.4.TEMPORARY SEDIMENT BASINS AND TRAPS/PERMANENT SEDIMENT BASINS - OBSERVED TO HAVE SEDIMENT DEPOSITION AND ACCUMULATIONTO 12 OF THE STORAGE VOLUME - CLEAN OUT, REMOVE ACCUMULATED SEDIMENT MATERIAL WITHIN 7 DAYS OF OBSERVATION, OR AS FIELDCONDITIONS ALLOW ACCESS.5.SITE EXIT LOCATIONS, ROCK EXIT PADS, OTHER ANTI-TRACKING PRACTICES - OBSERVED TO HAVE ACCUMULATED SEDIMENT IN ROCK OR OTHERANTI-TRACKING BMP, TRACKING OF SEDIMENT FROM THE SITE ONTO PAVED SURFACES - TOP DRESS ROCK, MAINTAIN ROCK EXIT OR OTHERANTI-TRACKING CONTROLS, SCRAP PAVED SURFACES, SWEEP PAVED SURFACES WITHIN 1 CALENDAR DAY OF DISCOVERY.6.PAVED SURFACES AND ADJACENT STREETS - OBSERVED TO BE TRACKED WITH SEDIMENT AND SOIL MATERIAL FRO THE SITE HAULING OR ACCESS -SWEEP WITHIN 1 CALENDAR DAY OF DISCOVERY, ADDITIONAL AND/OR MORE FREQUENT SWEEPING MAY BE NEEDED TO MAINTAIN PUBLIC SAFETYOR PREVENT WASHING FROM FORECASTED RAINS.TERMINATION OF COVERAGETHE PROJECT PERMIT MAY BE TERMINATED IN ONE OF THE FOLLOWING SCENARIOS:1.ALL CONSTRUCTION ACTIVITY IS COMPLETE, TEMPORARY SYNTHETIC BMP'S ARE REMOVED, ACCUMULATED SEDIMENT FROM CONSTRUCTION ISREMOVED, AND PERMANENT COVER HAS BEEN ACHIEVED WITH VEGETATIVE AND/OR NON-VEGETATIVE COVER. THE NOTICE OF TERMINATIONFORM FROM THE PCA SHOULD BE COMPLETED WITHIN 30 DAYS OF MEETING THE CONDITIONS ABOVE. UPON MIDNIGHT OF THE POST MARKEDDATE, THE PERMIT COVERAGE IS TERMINATED UNLESS OTHERWISE NOTIFIED BY THE MPCA. OR:2.WITHIN 30 DAYS OF SELLING OR OTHERWISE LEGALLY TRANSFERRING OWNERSHIP OF THE SITE IN IT'S ENTIRETY (INCLUDING STREET SWEEPINGAND STORMWATER INFRASTRUCTURE) FROM THE ORIGINAL OWNER TO ANOTHER PARTY TAKING RESPONSIBILITY OF OWNERSHIP. THETERMINATION IS EFFECTIVE UPON MIDNIGHT OF THE SUBMISSION DATE OF THE NOT. IF A PORTION OF THE SITE IS TRANSFERRED (I.E. OUTLOTS,LOTS/BLOCKS) THAT PORTION OF THE SITE IS TERMINATED FROM THE ORIGINAL PERMIT COVERAGE AT MIDNIGHT OF THE SUBMISSION DATE. OR:3.PERMIT COVERAGE CAN BE TERMINATED IF ALL OF THE FOLLOWING ARE MET:3.a.CONSTRUCTION ACTIVITY HAS CEASED FOR 90 DAYS; AND3.b.AT LEAST 90% OF THE AREA OF THE ORIGINALLY PROPOSED ACTIVITY HAS BEEN COMPLETED AND PERMANENTLY ESTABLISHED WITHVEGETATION OR NON-VEGETATIVE COVER; AND3.c.WHERE CONSTRUCTION ACTIVITY IS NOT COMPLETE, PERMANENT COVER HAS BEEN ESTABLISHED; AND3.d.THE SITE IS COMPLIANT WITH PERMIT SECTIONS 13.3 THROUGH 13.7.4.WHERE THE PROJECT OBTAINED PERMIT COVERAGE BUT NEVER STARTED CONSTRUCTION ACTIVITY DUE TO CANCELLATION OR OTHER REASONS,DOCUMENTATION SHOULD BE SENT TO THE PCA WITH THE NOT FORM AND IS SUBJECT TO PCA APPROVAL.WHEN SUBMITTING FOR NOT, GROUND OR AERIAL PHOTOGRAPHS MUST BE SUBMITTED SHOWING PERMANENT/VEGETATIVE COVER REQUIREMENTSHAVE BEEN MET.SWPPP BMP QUANTITIESSILT FENCE15,000 LFPERMANENT SEED MIX (PER ARCH. SPEC.)TBDSOD20 ACEROSION CONTROL BLANKET100,000 SFROCK CONSTRUCTION ENTRANCE1 EACHSTREET SWEEPING1 EACHPOTENTIAL POLLUTANTLOCATIONCONTROL MEASURE ANTIFREEZEVARIOUSSECONDARY CONTAINMENT / DRIP PANDIESEL FUELVARIOUSSECONDARY CONTAINMENT / DRIP PANFERTILIZERLANDSCAPE CONTRACTORSECONDARY CONTAINMENTGASOLINE IN EQUIPMENT/FUELING AREASECONDARY CONTAINMENT / DRIP PANGLUE/ADHESIVESCONTRACTORSECONDARY CONTAINMENTHYDRAULIC OILS/FLUIDSCONTRACTORSECONDARY CONTAINMENTPAINTSCONTRACTORSECONDARY CONTAINMENTGREASECONTRACTORSECONDARY CONTAINMENT / DRIP PANSANITARY WASTEPORTABLE BATHROOMSSERVICE PROVIDER TO SECURE UNITS FROMTIPPING OVER AND MAINTAINEDSOIL AMENDMENTS VARIOUS SECONDARY CONTAINMENTLANDSCAPING MATERIALSLANDSCAPECONTRACTORCONTRACTOR RESPONSIBLECONCRETETRUCK WASHOUT WASHOUT AREACONCRETE / MORTAR MOBILE MIXERS.C. / WASHOUT AREARECEIVING WATERS WITHIN 1 MILE OF THE PROJECT SITENAMETYPEIMPAIRED (Y/N)SPECIAL (Y/N)DISTANCE/ DIRECTION FROM SITEPEAVEYLAKEYN1 MI SOUTHUNNAMEDWETLANDNN0.8 MI SOUTHUNNAMEDCREEKNN0.6 MI SOUTH*PEAVEY LAKE IS IMPAIRED FOR NUTRIENTS AND CHLORIDE.60 SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326SWPPP01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGSWPPP NOTES WAYZATA COUNTRY CLUB REGRADINGC401 4301902/27/2024 GRETCHEN A. SCHROEDER AKW GAS AKW 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUBPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com#### ### or ### 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.00SWPPP AMENDMENTSTHIS PLAN AND THE ATTACHMENTS MUST BE AMENDED WITHIN 7 DAYS TO INCLUDE ADDITIONAL REQUIREMENTS OR MODIFIED REQUIREMENTS WHICH TAKE PLACEDURING CONSTRUCTION IF ONE OR MORE OF THE FOLLOWING OCCUR:1.THERE IS A CHANGE IS DESIGN CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS THAT SIGNIFICANTLY IMPACTS THE DISCHARGE OFPOLLUTANTS FROM THE SITE TO SURFACE OR GROUNDWATER.2.INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER, OPERATOR, ENVIRONMENTAL PROTECTION AGENCY, MINNESOTA POLLUTION CONTROL AGENCY OFFICIALSINDICATE THIS PLAN IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS.3.THIS SWPPP IN NOT ACHIEVING THE GENERAL OBJECTIVES OF MINIMIZING POLLUTANTS IN STORMWATER DISCHARGES OR IF THIS PLAN IS NOT CONSISTENT WITH THEMN R1000011 CONSTRUCTION GENERAL PERMIT.4.IF THE MPCA NOTIFIES THE OWNER AND/OR OPERATOR (i.e. PERMITTEES) THAT ADDITIONAL REQUIREMENTS ARE NEEDED, REQUIREMENTS ARE NOT BEING NET FORTMDL OR OTHER WATER QUALITY STANDARDS, OR THAT THE SWPPP DID NOT INCORPORATE THE NECESSARY REQUIREMENTS.5.CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITECHARACTERISTICS.THE FOLLOWING TABLE SHOULD BE COMPLETED AS NECESSARY DURING CONSTRUCTION TO DOCUMENT CHANGES AND AMENDMENTS TO THIS DOCUMENT.AMENDMENTS MUST BE MADE BY ONE OF THE FOLLOWING INDIVIDUALS:THOSE PREPARING THIS DOCUMENT; THOSE OVERSEEING THE IMPLEMENTATION OF THE SWPPP;THOSE REVISING THE SWPPP; THOSE PERFORMING INSPECTIONS FOR THE PROJECT; AND/OR OTHER QUALIFIED INDIVIDUAL.PLACE THE AMENDMENT NUMBER NEXT TO ALL APPLICABLE CHANGES, REDLINES, AND INFORMATION IN THE DOCUMENT TO REFERENCE BACK TO THE CHANGESSUMMARIZED BELOW.AMENDMENT NO.VICINITY MAP/IMPAIRED WATERS MAPWEB SOIL SURVEY MAPSOIL MAP UNIT SYMBOL LEGENDDATEREASON, LOCATION, AND BRIEF DESCRIPTION OF CHANGE OR AMENDMENTREQUESTED BYPREPARED BYSWPPP NOTESLISTED BELOW ARE ADDITIONAL BMP'S THAT MAY BE CONSIDERED FOR USE IF THE BMP'S IDENTIFIED IN THE EROSIONCONTROL PLANS PROVE TO BE INSUFFICIENT. PAYMENT FOR THESE BMP'S MAY ONLY BE MADE IF PRIOR APPROVALFROM AN OWNER HAS BEEN GIVEN.1.WORK ADJACENT TO RESIDENTIAL PROPERTIES·INSTALL SILT FENCE FOR PERIMETER BARRIER BETWEEN TOE OF FILL ANDPROJECT BOUNDARY.·INSTALL RUNOFF DIVERSIONS TO TEMPORARY SEDIMENT BASINS IF 10 OR MORE ACRES ARE DRAININGTOWARD THE PROPERTY BOUNDARY.2.IMPORTANT VEGETATION·SAFETY FENCE OR A SIMILAR METHOD OF PROTECTION SHALL BE INSTALLED TO PROTECT IMPORTANTVEGETATION AND PROHIBIT VEHICULAR TRAFFIC.·A SECONDARY SILT FENCE SHALL BE INSTALLED AT FIELD OFFICES, STORED EQUIPMENT (INCLUDING VEHICLEPARKING), CONSTRUCTION MATERIAL LOCATIONS, AND TOPSOIL OR FILL STOCKPILES INSTALLED WITHIN A 25-FOOT MINIMUM BUFFER OUTSIDE THE DRIP LINE OF TREES.3.WORK NEXT TO WETLANDS·PRESERVE A 50' NATURAL BUFFER, OR IF A BUFFER IS INFEASIBLE, PROVIDE REDUNDANT SEDIMENT CONTROLSPRIOR TO DISTURBANCE OF UP-GRADIENT AREAS.·FILL SLOPES ADJACENT TO WETLANDS SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS OF COMPLETION OFWORK. INSTALL EROSION CONTROL BLANKET AS INDICATED ON THE EROSION CONTROL / GRADING PLAN.4.WORK IN WETLANDS·WORKPADS AND PATHS MADE OF WOOD CHIPS, LOG MATS, MUD MATS, OR GEOTEXTILE AND CRUSHED ROCKMAY BE USED.·HEAVY DUTY SILT FENCES WITH HAY BALES MAY BE USED FOR PERIMETER CONTROL TO LIMIT THE SIZE OF THECONSTRUCTION SITE AS INDICATED ON THE GRADING PLANS. IN THE CASE OF OPEN WATER WETLANDS,FLOATING SILT CURTAINS SHALL BE INCORPORATED AS WELL AS INDICATED ON THE GRADING PLANS.·SOIL STOCKPILES SHALL NOT BE PLACED IN EXISTING WETLANDS.·TOPSOIL IMPORTED TO RESTORE WETLANDS SHOULD NOT CONTAIN THE FIRST 12 INCHES OF INPLACE SOIL.TOPSOIL THAT MAY CONTAIN PURPLE LOOSESTRIFE OR OTHER NOXIOUS WEEDS SHOULD NOT BE IMPORTED TOWETLANDS.5.LONG-STEEP CUT/FILL SLOPES·THERE WILL BE NO UNBROKEN SURFACE SLOPE LENGTHS OF GREATER THAN 75 FEET FOR SLOPES WITH A GRADEOF 3:1 OR STEEPER WITHIN 200 FEET OF SURFACE WATERS. ALL EXPOSED AREAS WITH A CONTINUOUS POSITIVESLOPE WITHIN 200 FEET OF A SURFACE WATER WILL HAVE A TEMPORARY OR PERMANENT COVER YEAR ROUND.THE EXPOSED SOILS SHALL BE STABILIZED WITHIN 14 DAYS·PLANNED SLOPES OF 3:1 (H:V) OR STEEPER AND GREATER THAN 75 FT IN LENGTH WILL BE TEMPORARILY ORPERMANENTLY STABILIZED IN INCREMENTS NOT TO EXCEED 75 FT, PRIOR TO CONSTRUCTION OR DISTURBING ANEW INCREMENT.·LONG SLOPES SHOULD BE BROKEN INTO SHORTER LENGTHS BY INSTALLING STRAW BIOROLLS IN INTERLOCKINGHERRINGBONES AS SHOWN ON THE GRADING PLAN. IF TEMPORARY SEEDING AND MULCH CAN NOT BE USEDON SLOPES STEEPER THAN 3:1, THEN THE SLOPE MAY BE COVERED WITH TARPS OR PLASTIC SHEETING.TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIRCONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·THE SOIL SURFACE ON RE-VEGETATED SLOPES WILL BE ROUGHENED USING ANY APPROPRIATE IMPLEMENT THATCAN BE SAFELY OPERATED ON THE SLOPE, SUCH AS BULLDOZERS OR DISKS. THE GROOVES SHALL BE CREATEDPERPENDICULAR TO THE SLOPE TO HELP ESTABLISH VEGETATIVE COVER, REDUCE RUNOFF VELOCITY, INCREASEINFILTRATION, AND PROVIDE FOR SEDIMENT TRAPPING.6.CULVERT INLET/OUTLET PROTECTION·SOD MAY BE PLACED AND ANCHORED AT CULVERT INLETS AS SHOWN ON THE GRADING PLAN, UNLESSVELOCITIES REQUIRE RIPRAP.·AT LEAST ONE 2-FOOT WIDE STRIP OF SOD OR FIBER BLANKET SHALL BE PLACED ALONG THE EDGES OF CULVERTHEADWALLS AND WINGWALLS AS SHOWN ON THE GRADING AND/OR UTILITY PLANS.·RIPRAP AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO BUT NO SOONER THAN 7 DAYS BEFORE APRON ISINSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON LIP ACCORDING TO THE STANDARD DETAIL.7.STORM SEWER INLET PROTECTION·STORM DRAIN INLETS SHALL BE PROTECTED UNTIL THE DISTURBED AREAS THAT COULD DISCHARGE TO ANINLET HAVE BEEN STABILIZED.·INFRASAFE SEDIMENT CONTROL BARRIERS OR APPROVED EQUAL SHALL BE USED WHEN CASTINGS ARE NOT INPLACE. AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BY THE OWNER.·INFRASAFE DEBRIS COLLECTION DEVICE OR APPROVED EQUIVALENT SHALL BE USED WHEN CASTINGS ARE INPLACE AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BY THE OWNER.·DOCUMENTATION IS NEEDED WITHIN 72 HOURS IF REMOVAL OF PROTECTION BMPS IS NEEDED DUE TO WINTERCONDITIONS OR FLOODING CONCERNS.8.STORM WATER POND OUTLETS·TEMPORARY OR PERMANENT ENERGY DISSIPATION MEASURES SHALL BE IN PLACE AT THE STORM WATER PONDOUTLETS WITHIN 24 HOURS OF DIRECT CONNECTION TO A SURFACE WATER.·RIPRAP AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO APRON INSTALLATION AND SHALL BE INSTALLEDUNDER THE APRON LIP.·POND EMERGENCY SPILLWAYS SHALL BE LINED BASED ON THE DESIGN DISCHARGE FLOW VELOCITY AND ASINDICATED ON GRADING AND/OR UTILITY PLANS.9.TEMPORARY SEDIMENT BASINS·TEMPORARY SEDIMENT BASINS WILL BE PROVIDED WHERE 5 OR MORE ACRES OF DISTURBED SOIL DRAIN TO ACOMMON LOCATION. THE BASIN SIZE IS BASED ON RUNOFF FROM A 2-YEAR, 24 HOUR STORM, FOR EACH ACREDRAINED TO THE BASIN. AT A MINIMUM, THE BASIN WILL PROVIDE 1800 CUBIC FEET OF STORAGE FOR EACHACRE DRAINED TO THE BASIN.·SEDIMENT BASINS WILL DETAIN WATER LONG ENOUGH TO SETTLE OUT AT LEAST 75 PERCENT OF THE SEDIMENT.THE USE OF FLOCS MAY BE NECESSARY. THE DISCHARGE QUALITY SHALL BE EQUAL TO OR BETTER THAN THERECEIVING WATER. THE TEMPORARY BASIN MAY BE DRAWN DOWN WITH A PUMP TO INCREASE CAPACITY FORTHE NEXT RAIN EVENT. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHODOF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·THE SEDIMENT PONDS WILL BE EXCAVATED TO MAINTAIN THE NECESSARY SEDIMENT CAPACITY ANDCONTAINMENT.·TEMPORARY SEDIMENT FOREBAYS WILL BE CONSTRUCTED TO CAPTURE SEDIMENT BEFORE IT ENTERS THE POND,IF NECESSARY.·THE SEDIMENT PONDS WILL BE MONITORED BY THE CONTRACTOR TO DETERMINE THE SEDIMENT LEVEL IN THEPOND.·WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE TEMPORARY BASIN REACHES ½ FULL (50% OF THE STORAGEVOLUME) THE BASIN SHALL BE DRAINED USING PUMPS AND ENERGY DISSIPATION AND SEDIMENT REMOVALSHALL BE COMPLETED WITHIN 72 HOURS OF DISCOVERY OF THE BASIN BEING 1/2 FULL OF SEDIMENT, OR ASSOON AS FIELD CONDITIONS ALLOW ACCESS. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TOCONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THEGRADING CONTRACT.·TEMPORARY SEDIMENT BASINS WILL HAVE A STABILIZED EMERGENCY OVERFLOW AND CONTAIN ENERGYDISSIPATION AT BASIN OUTLET.10.DEEP UTILITIES: WATER AND SANITARY/GAS LINE·SILT FENCE OR A SIMILAR TYPE OF PERIMETER CONTROL SHALL BE PLACED DOWN GRADIENT OF THE EXCAVATEDSOIL IF WORK IS DONE WITHIN 200 FEET OF WETLANDS OR STREAMS.·DISTURBANCE OF CHANNEL BANKS, WETLANDS, AND IMPORTANT VEGETATION AREAS SHALL BE MINIMIZED TOTHE EXTENT POSSIBLE.·THE UTILITY CONSTRUCTION SITE SHALL BE SEEDED WITH A TEMPORARY·SEED MIX AND MULCH AFTER INSTALLATION IF THE SITE WILL BE IDLE FOR 7, 14, OR 21 DAYS DEPENDING UPONSLOPES OF STEEPER THAN 3:1, 3:1 TO 10:1 AND FLATTER THAN 10:1 RESPECTIVELY.11.STOCKPILES (TEMPORARY AND PERMANENT)·LOCATE STOCKPILES A MINIMUM OF 100 FEET FROM CATCH BASIN INLETS, PONDS, AND SITE DRAINAGE ROUTES·PERIMETER CONTROLS SUCH AS SILT FENCE SHALL BE INSTALLED AROUND ALL STOCKPILES PRIOR TO INITIATIONOF STOCKPILING IF NOT PLACED WITHIN EXISTING SILT FENCES OR OTHER SEDIMENT CONTROL.·TEMPORARY SEED AND MULCH SHALL BE USED TO STABILIZE THE STOCKPILES AND THE STOCKPILES SHALL BESHAPED TO FACILITATE SEEDING AND MINIMIZE EROSION AND SHALL BE SEEDED WITHIN 7 DAYS. TEMPORARYEROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIRCONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·IF TEMPORARY SEED AND MULCH CANNOT BE USED, THEN THE STOCKPILES SHALL BE COVERED WITHHYDROMULCH, TARPS OR PLASTIC SHEETING AS APPROVED BY THE OWNER.·IF STOCKPILES MUST BE PLACED WITHIN A CONVEYANCE A TEMPORARY BYPASS SHALL BE INSTALLED (I.E. PVCPIPE) TO ADEQUATELY CONVEY RUNOFF. TEMPORARY BYPASS BMPS SHALL BE INCIDENTAL TO THE CONTRACTUNLESS PREVIOUSLY APPROVED BY THE OWNER / ENGINEER12.CONSTRUCTION DEWATERING·DURING DEWATERING ACTIVITIES, THE SEDIMENT LADEN WATER CANNOT CAUSE NUISANCE CONDITIONS ANDMUST DISCHARGE TO A SEDIMENT CONTROL DESIGNED TO PREVENT DISCHARGE WITH VISUAL TURBIDITY.OPTIONS FOR REDUCING THE TURBIDITY OF THE WATER INCLUDE:·oCONSTRUCT A TEMPORARY SEDIMENT TRAP FOR TURBID WATER DISCHARGE.·oUSE A PORTABLE SEDIMENT TRAP SYSTEM.·o APPLY NATURAL BASED FLOCCULENT TECHNOLOGY SUCH AS CHITOSAN IN SEDIMENT TRAPS OR A·SERIES OF DITCH CHECKS TO CONTAIN SEDIMENT.·oUSE A FILTER BAG SYSTEM·o PUMP TO A TEMPORARY SEDIMENT BASIN.·TO THE EXTENT FEASIBLE, USE WELL-VEGETATED UPLAND AREAS OF THE SITE TO INFILTRATE DEWATERINGWATER BEFORE DISCHARGE.·ENERGY DISSIPATION WILL BE PROVIDED AT ALL DISCHARGE POINTS.·DEWATERING OR BASIN DRAINING ACTIVITIES WILL NOT CAUSE EROSION IN RECEIVING CHANNELS ORADVERSELY IMPACT WETLANDS.·DEWATERING DISCHARGE MUST BE VISUALLY CHECKED. PHOTOGRAPH DISCHARGE AT THE BEGINNING AND ATLEAST EVERY 24 HOURS OF OPERATION. DEWATERING THAT ONLY LASTS FOR A FEW MINUTES, AS OPPOSED TOHOURS, AND DO NOT REACH SURFACE WATERS, DO NOT REQUIRE PHOTOGRAPHS OR DOCUMENTATION.·IF NUISANCE CONDITIONS RESULT (SEDIMENT PLUME IN THE DISCHARGE, DISCHARGE APPEARS CLOUDY OROPAQUE, HAS A VISIBLE CONTRAST, HAS A VISIBLE OIL FILM, HAS AQUATIC HABITAT DEGRADATION),DEWATERING MUST BE CEASED IMMEDIATELY AND CORRECTIVE ACTIONS MUST OCCUR BEFORE DEWATERING ISRESUMED.·ALL EROSION CONTROL OR SEDIMENT TRAPS REQUIRED FOR CONSTRUCTION DEWATERING SHALL BECONSIDERED INCIDENTAL TO THE CONSTRUCTION ACTIVITY REQUIRING DEWATERING.13.CONSTRUCTION ENTRANCES·A TEMPORARY CRUSHED ROCK OR WOOD CHIP PAD SHALL BE LOCATED WHERE VEHICLES LEAVE THECONSTRUCTION SITE.·THE CONSTRUCTION ENTRANCE PAD SHALL BE AT LEAST 50 FEET IN LENGTH.·GEOTEXTILE FABRIC MAY BE PLACED UNDER THE CRUSHED ROCK OR WOOD CHIPS TO PREVENT MIGRATION OFMUD FROM UNDERLYING SOIL INTO THE CONSTRUCTION ENTRANCE MATERIAL.·ROCK PADS SHALL BE CONSTRUCTED OF ROCK 1 TO 3 INCHES IN SIZE AND PLACED IN 6 INCH LAYERS.·CONSTRUCTION ENTRANCES SHALL BE INSPECTED AT LEAST EVERY 7 DAYS AND MAINTAINED AS NEEDED.·TRACKED SEDIMENTS SHALL BE REMOVED FROM PAVED SURFACES AT THE END OF EACH DAY USING PICK-UPTYPE STREET SWEEPER.·IF TRACKING INTO ROADWAY BECOMES PROBLEMATIC THE ENTRANCE PADS SHALL BE LENGTHENED ORANOTHER TECHNIQUE APPLIED. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORSMETHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·THE CONSTRUCTION ENTRANCE SHALL BE MONITORED CLOSELY DURING WET CONDITIONS. IF TRACKING INTOADJACENT ROADWAYS OCCURS, THE FREQUENCY OF STREET SWEEPING SHALL BE INCREASED.14.VEHICLE MAINTENANCE·ROUTINE MAINTENANCE OF VEHICLES AND EQUIPMENT SHALL OCCUR IN STAGING AREAS ONLY.·VEHICLE WASHING SHOULD BE AVOIDED. IF WASHING IS NECESSARY, RUNOFF FROM THE WASHING WILL BECONTAINED AND LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTEPROPERLY DISPOSED OF.·ENGINE DEGREASING SHALL BE AVOIDED. IF DEGREASING IS NECESSARY, RUNOFF FROM THE OPERATION WILLBE CONTAINED IN A LINED SEDIMENT TRAP AND PROPERLY DISPOSED OF AT A TREATMENT FACILITY.·ALL REQUIRED SEDIMENT TRAPS AND CONTAINMENT FACILITIES AND PROPER DISPOSAL OF WASHWATER/DEGREASING AT A TREATMENT FACILITY SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT.15.FUELING·ANY FUEL TANK OR TRUCK STORED ON THE PROJECT SITE SHALL BE PROTECTED BY A SECONDARYCONTAINMENT SYSTEM.·FUELING AREAS SHALL NOT BE WASHED OR RINSED WITH WATER SINCE THIS COULD CAUSE FUEL SPILLS TO BEDISCHARGED INTO STORM WATER SYSTEMS.·ABSORBENT MATERIALS SHALL BE AVAILABLE ON SITE FOR USE IN CLEANING UP SMALL SPILLS.·ALL REQUIRED FUEL CONTAINMENT AND CLEAN-UP MATERIALS AND THE PROPER DISPOSAL OF THE MATERIALSSHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT.16.HAZARDOUS MATERIALS·HAZARDOUS MATERIALS SHALL BE PROPERLY STORED TO PREVENT VANDALISM OR UNAUTHORIZED ACCESS.·CONTAINMENT UNITS SHALL BE INSTALLED IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS.·MPCA STORING AND DISPOSAL REQUIREMENTS SHALL BE FOLLOWED FOR ALL HAZARDOUS WASTE.·NO HAZARDOUS MATERIAL SHOULD BE STORED WITHIN 200 FEET OF AN IDENTIFIED CRITICAL AREA.·ABSORBENT MATERIALS SHALL BE AVAILABLE FROM THE CONTRACTOR ON SITE FOR USE IN CLEANING UPSMALL SPILLS.·IF BUILDING MATERIALS, CHEMICALS, OR GENERAL REFUSE IS BEING USED, STORED, DISPOSED OF, OROTHERWISE MANAGED INAPPROPRIATELY, THE CONTRACTOR SHALL CORRECT SUCH DEFECTS WITHIN 24HOURS OF DETECTION OR NOTIFICATION.·ALL REQUIRED CONTAINMENT / STORAGE UNITS / ABSORBENT MATERIAL AND REQUIRED DISPOSAL SHALL BEINCIDENTAL TO THE CONSTRUCTION CONTRACT.17.CHEMICAL CONTAINMENT·GASOLINE, OIL, PAINT, SOLVENTS, AND OTHER CHEMICALS NECESSARY FOR CONSTRUCTION ARE NOT ALLOWEDTO CONTACT THE GROUND SURFACE, BE EXPOSED TO GROUNDWATER OR BE RELEASED TO A SURFACE ORGROUNDWATER EXCEPT IN DE MINIMIS QUANTITIES.·ALL PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINER, WITH ORIGINAL LABELS STILL ATTACHED, UNLESSTHE CONTAINER IS NOT RESEALABLE.·HAZARDOUS MATERIALS SHALL BE RETURNED TO THE HAZARDOUS MATERIAL STORAGE AREA AT THE END OFEACH DAY.·AN EFFORT SHOULD BE MADE TO STORE ONLY ENOUGH PRODUCTS TO DO THE REQUIRED JOB.·THE CONTRACTOR SHALL PROVIDE TANKS OR BARRELS TO COLLECT LIQUID BYPRODUCTS THAT POSE APOLLUTION HAZARD.·THE POLLUTANTS SHALL BE REMOVED FROM THE SITE ON A WEEKLY BASIS AND DISPOSED OF IN ACCORDANCEWITH FEDERAL, STATE AND LOCAL REGULATIONS.·ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY, IN ACCORDANCE WITH THEMANUFACTURE'S RECOMMENDED METHODS.·ALL REQUIRED CONTAINMENT / STORAGE UNITS / ABSORBENT MATERIAL AND REQUIRED DISPOSAL SHALL BEINCIDENTAL TO THE CONSTRUCTION CONTRACT·ALL STORAGE AREAS SHALL BE SECURED TO PREVENT UNAUTHORIZED ACCESS.18.SOLID WASTE·SOLID WASTE SHALL BE STORED IN APPROPRIATE CONTAINERS AND PROPERLY DISPOSED OF ON A REGULARBASIS.·CONTAINERS SHALL BE COVERED TO PREVENT WIND BLOWING THE WASTE AROUND THE SITE.·MPCA DISPOSAL REQUIREMENTS WILL BE FOLLOWED FOR ALL SOLID WASTE.·SOLID WASTE STORAGE CONTAINERS AND PROPER DISPOSAL SHALL BE CONSIDERED INCIDENTAL TO THECONSTRUCTION CONTRACT.19.DUST CONTROL·THE CONTRACTOR SHALL USE A VARIETY OF DUST CONTROL INCLUDING BUT NOT LIMITED TO THE FOLLOWING:A.RAPID STABILIZATION METHODS ON SLOPESB.WATER ON ROADWAYS AND GRADED AREASC.ALTERNATIVES: IN THE FORM OF VEGETABLE POLYMERS, WATER AND CALCIUM CHLORIDE PETROLEUMEMULSION RESINS, OR ACRYLIC COPOLYMERS MAY ALSO BE USED.·ALL REQUIRED DUST CONTROL SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT AS PERSPECIFICATIONS.20.WINTER STABILIZATION·COVER EXPOSED SOILS ON OR AROUND NOV. 15TH AND/OR PRIOR TO TERMINATION OF CONSTRUCTIONACTIVITIES FOR WINTER·ALL EXPOSED SOILS TO BE COVERED WITH 2 TONS TYPE 1 MULCH·ALL EXPOSED SOILS TO BE SEEDED WITH MNDOT SEED MIX 21-112ALL LOW POINTS IN ROADS TO BEADEQUATELY DRAINED IN ACCORDANCE WITH NPDES DEWATERING REQUIREMENTS PART IV. CONSTRUCTIONACTIVITY REQUIREMENTS. SECTION D. DEWATERING AND BASIN DRAINING.·PERIMETER SILT FENCE OR OTHER CONTROLS TO BE INSTALLED 3-5 FEET FROM THE BACK OF THE CURB ANDOUT OF THE PLOWED SNOW AREA.·PERIMETER CONTROLS AROUND PERMANENT STORMWATER BASINS TO BE INSTALLED AND MAINTAINED·INLET CONTROLS TO BE REMOVED ACCORDING TO LEGAL REQUIREMENTS WITH DOCUMENTATION WITHIN 72HOURS FROM LEGAL AUTHORITY.·IF WORK HAS OCCURRED NEAR OR IN STREAMS OR OTHER SURFACE WATERS, THE EXPOSED SOILS SHALL BESTABILIZED TO PROTECT AGAINST FLOODING AND SPRING RUNOFF TO THE 100-YR FLOOD ELEVATION.·ALL TEMPORARY AND PERMANENT STORMWATER BASINS AND SEDIMENT BASINS SHOULD HAVE OUTLETS ANDSTABILIZED EMERGENCY OVERFLOWS INSTALLED AS PER THE GRADING AND/OR UTILITY PLAN AND AT THEAPPROVAL OF THE OWNER.21.NON-STORMWATER DEWATERING·HYDRANT FLUSHING: FLUSHING OF HYDRANTS WILL BE DISCHARGED·THROUGH TEMPORARY PIPES AS NECESSARY, ONTO IMPERVIOUS SURFACES OR TO STABILIZED ARES WITHENERGY DISSIPATION AT THE DISCHARGE POINT. THE DISCHARGE SHOULD BE COLLECTED BY THE STORMWATER BASINS AND STORM SEWER SYSTEM.·POTABLE WATER DISCHARGE: ALL WATER LINES WILL BE FLUSHED USING HOSES AND DISCHARGED ONTO ANIMPERVIOUS SURFACE AND DIRECTED TO THE STORM SEWER INFRASTRUCTURE BY NON-EROSIVE MEANS.61 960965965965 965 965 965970970975975980980960960960965965 96596596 5 970970970970 975975980 98098 5 98599 0 99095 5 955 960960960960960 960 965965 965 965 9 6 5 97097097 0 97 0 975 9759759 7 5 980 980 980 980980 9809809 8 0 985 985 98 5 985985985 99 0 990995 99510 0 0 1000955955955 955955955960960 96 0 96 0960960960 965965965 965 9 7 0 9709709709 7 5 9759759 7 5 9 8 0 98 0 9 8 0 980 9 8 0 980980980 9 8 5 985 985 9 8 598598 5 9 9 0 9909909909959951 0 0 0 1000955 9559 6 0 960 960 960 960960960960960965965965 965965 965 965965965965 965 9 7 0 970 97 0 970 970 970970 975 9759759759 7 5 9 7 597597 5 980980 9809809809 8 09859 8 5990990995 9 9 5 1000 100095595596 0 96 0 960 960960 9659659659659659 6 5 965 96596596 5965970 970 970 975 975 975 980980985985985985990 990 99 5 995 100010 0 0 1005 1005 100 5 10 0 5 955955960960960 960 960960960 9 6 0 9 6 0 9 6 0960960960960965965965970970970975975975980980 985 98599099 0995995 100 010001 0 0 0 100 0 1005 1005 1005 1005 955955 960960960 9 6 0 960960 96596 59659 7 0 97097097097 0 975 975 975 980980985985990990995995 10 0 0 10001000 1000 1005 100 5 955955955955 96096096096 0960 960960960960960 9659659659709 7 0970970 975 975980980985 985990 9909959959 9 59951000 100010001000 955955955 960960960960960960960965965965 9659659709709709759759759759809809859 8 5 985985990990995 995 100010 0 0 1 0 0 0 1000 1 0 0 0 100010 0 5 1005 10051 0 0 5 955 960960960960960960960965965965 965 965 970970970975975980980 9 8 0980985985990990 995 995995995 1000 1000 100510 0 5 10 0 5 1005955 96096 0960 960960965965965 96596596 5 965 96596 5970970975975980980980980980980985985 9 9 099099 0 99599510 0 010001000100010051005 1 0 0 5 1005955 9 6 0 960 9 6 0960960 96 0 960960960965 965 965965965 970 970 970 970 970970970970970 9709759759809 8 0 9809 8 09859859859859859859859859909909959951000 10 0 0 1000 1000 10051005955960 960960965 965 965 965 970 97 0 970970 970970 975 9 7 5980980980980980980980 980980 980985985990990995995995995995 1000 100010001000 960960960965 965965965970 97097097 0970970975975975 975980980980980980 980 98098 0 985 9 8 5985985985985 9859859909909959959959 9 5995995 10001000100010 0 0 960 960960965965965965965 96 5 965 96 5 965970 970970970970 970 9709 7 0 970970975 9 7 5 975975975975975975975975975 9759809 8 0 98 0 980980980980 98098598598598 5 955955955955955 9559559559559559 6 0 960960960 960960 960965 96 5 965 965970970 97097 0 970 970 975975975975 97597598 0 9 8 0 980 980 98 5 9 8 5985985 9 9 0 99 099099099099099599599599510001 0 0 010001000XXXSS SSRETAINING WALL5.2' EAST OFPROPERTY LINEEDGE OF CONCRETE5.6' EAST OFPROPERTY LINEFENCE LINE IS 3.7'SOUTH OF CORNERXONE INCH OPEN PIPEHALF INCH OPEN PIPEHALF INCH OPEN PIPEINSCRIBED CAP 8743HALF INCH OPEN PIPEHALF INCH OPEN PIPEHALF INCH OPEN PIPE1.4' SOUTHEAST OF CORNERR/W SIGNRETAINING WALL10.75' EAST OF PROPERTY LINESOUTH LINE OF SE 1/4 SEC. 36231.49 N00°44'46"E 43.93S89°38'23"EN 3 9 ° 2 9 ' 3 8 " E 3 3 2 . 0 2 N14° 5 0 ' 0 5 " E 5 2 7 . 9 2 104.70S83°19'09"EN00°22'49"E 415.23FENCE LINE IS 2.5'SOUTH OF CORNER5 8 . 9 5 5 8 . 2 9 7 6 . 7 6 5 7 . 8 9 79.98 178.07 116.0 3 97.46 56.38 54.6850.02115.20 115.22 100.01 HALF INCH REBAR84.80 8 0 . 1 3EX MHRE = 975.768" INV = 967.66 (N)8" INV = 967.61 (S)942802812822832852842862872882892792782081481511521491501473837303133363542414057585915515656154153444746514849505254535514629282772762752742732722712672662422642652622632602612592582572562552542532522512502492482472402382392442452462432412352362372342332322302272312152172202142132162122112109392919089188878584959697228226225224223222221229158157159160161162163164165166170167171168172169173212198991201191181171161151141131121111031023747973787775768280817271130541741821221231261251241271281292720720620520320220119919619719519419360616263646665677069108105107110104219218269268270WAYZATAORONOWAYZATAORONOWAYZATAORONOSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326TP01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGTREE PRESRVATION PLAN WAYZATA COUNTRY CLUB REGRADINGL100 02/27/2024 . . . 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUB 44018 JEFF R. WESTENDORFPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'100'200'300'1" = 100'100' 20' or 10' 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.0062 960 960 96 5 965970 9709 7 0 970970975 9 7 5 975975975980980980980980985985985985 965 965 970 970 970970975975975975 975 975980980985985985985985985990990 96 5 96597097097097097097597597597597597597598098098098 0 980965965965965965965965965970970 97097097097597 5 975975 975 975975975975980980980980 980980 980965965 97 0 970970970975975975975980980980980 980965965970970970970975 975975975980980 980965965970970970970970970975975 975 980965965 970970970970 975975 980980985965965965965970 970970970975 975 975975 980 965965970 975 980965965970970970970970975975 975 975 970970 970970970970970975975 975975 970970975975975975975975975975975975 975 9 7 5980980980980985985 975975975980980980 980980980980980985985990990 975975980980980985985 985985 98598 5990990995995 10001000 9759809809809859859859 8 5 985 985 990990990990 990990 990990995995995995995995 975980985990990990990 990990990995995 995 995 995 99599599510001000100010001000 1000 980980980985990995995995995 99599599510001000 10001000 10001000100010051005 10051005100510 0 510101010 980985990995100010001000 1000 10001005100510051005100510051005 10051005 1010 1015 10 1 5 10151000100010 0 0 100010051005100510101010 101010 1 5 9951000100510051005100510051010 10101 0 1 0 1015727127207251091061081051071101042624232122145144814313313213113613515161718111314137138142141140139SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326TP01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGTREE PRESERVATION PLAN-NORTH WAYZATA COUNTRY CLUB REGRADINGL101 02/27/2024 . . . 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUB 44018 JEFF R. WESTENDORFPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'100'200'300'1" = 100'100' 20' or 10' 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.0063 N:\0036326.00\DWG\CIVIL\0036326CV01.DWG WAYZATA COUNTRY CLUB REGRADING © 2024 Westwood Professional Services, Inc.SHEET INDEXPERMIT SETWAYZATA COUNTRY CLUB REGRADINGWAYZATA & ORONO, MNPREPARED FOR:WAYZATA COUNTRY CLUB200 WAYZATA BLVD WWAYZATA MN 55391CONTACT: JESSE TRCKAEMAIL: JATRCKA@WAYZATACC.COMSHEETSREVISIONDATENO.02/27/2024 ORONO COMMENTS. .. .. .. .. .. .. .. .. .FORFORMASS GRADING, EROSION CONTROL,AND UTILITIESPREPARED BY:PROJECT NUMBER: 0036326.00CONTACT: JEFF R. WESTENDORFPhone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free PERMIT SETWAYZATA COUNTRY CLUB REGRADINGWAYZATA & ORONO, MNFORFORMASS GRADING, EROSION CONTROL, ANDUTILITIESINITIAL SUBMITTAL DATE: 02/20/2024 SHEET: C001PROJECT NUMBER: 0036326.00Sheet List TableSHEET NUMBER SHEET TITLEC001COVERC100EXISTING CONDITIONSC200GRADING PLAN - OVERALLC201GRADING PLAN - AREA 1C202GRADING PLAN - AREA 2C203GRADING PLAN - AREA 3C204GRADING PLAN - AREA 4C205GRADING PLAN - AREA 5C206GRADING PLAN - AREA 6C207GRADING PLAN - AREA 7C208GRADING PLAN - AREA 8C300DETAILSC400SWPPP NARRATIVEC401SWPPP NOTESL100TREE PRESRVATION PLANL101TREE PRESERVATION PLAN-NORTHSITEVicinity Map(NOT TO SCALE)PLYMOUTHORONOWAYZATAPC Exhibit B64 960965965965 965 965 965970970975975980980 960960960965965 96596596 5 970970970970 975975980 98098 5 98599 0 990955955 960960960960960960965965 965 965 9 6 5 97097097 0 97 0 975 9759759 7 5 980 980 980 980980 98098098 0 985 985 985 985985985 99 0 990995 995100 0 1000955955955955955955960960 96 0 960960960960 965965965 965 9 7 0 9709709709 7 5 9759759 7 5 9 8 0 98 0 98 0 980 9 8 0 980980980 9 8 5 985 985 9 8 598598 5 9 9 0 9909909909959951 0 0 0 1000955955 9 6 0 960 960 960 960960960960960965965965 965965 965 965965965965 965 9 7 0 970 97 0 970970970970 975 9759759759 7 5 9 7 597597 5 980980 98098098098 09859 8 5990990995 9 9 5 1000 1 0 0 0 955955960 96 0 960 960960 9659659659659659 6 5 965 96596596 5965970970 970 975 975 975980 980985985985985990 990 99 5 995 100010 0 0 1005 1005 1005 10 0 5 955955960960960960 960960960 9 6 0 9 6 0 9 6 0960960960960965965965970970970975975975980980 985 98599099 0995995 100 010001 0 0 0 100 0 1005 1005 1005 1005 955955 960960960 960 960960965 96 59659 7 0 97097097097 0 975 975 975980 980985985990990995995 10 0 0 10001000 1000 1005 100 5 955955955955 96096096096 0960 960960960960960965 9659659709 7 0970970 975 975980980985 985990 9909959959 9 59951000 100010001000 955955955 960960960960960960960965965965 96596597097097097597597597598098098598 5 98 5985990990995 995 100010 0 0 10 0 0 10001000100010051005 10051 0 0 5 955 960960960960960960960965965965 965 965 970970970975975980980 9 8 0980985985990990 995 995995995 1000 100010051005 10 0 5 1005955 960960960 960960965965965 965965965 965 96596 5 9 7 0970970975975980980980980980980985985 9 9 099099099599510 0 010001000100010051005 10 0 5 1005955 9 6 0 960 9 6 0960960 96 0 960960 960965 965 965965965 965 965 970 970 970 970 970970970970970 9709759759809 8 0 98098 09859859859859859859859859909909959951000 10 0 0 1000 100010051005 955960 960960 965965965 965 965 965965 970 97 0 970970 970970 975 9 7 5980980980980980980980 980980 9809859859909909959959959959951000100010001000 960960960965 965965965970 970970970970970975975975 975980980980980980 980 98098 0 985 9 8 5985985985985 98598599099099599599599599599510001000 10001000 960 960960965965965965965965965 96 5 965970970970970970 970 9709 7 0 970970975 9 7 5 975975975975975975975975975 9759809 8 0 98 0 980980980980 98098598598598 5 965 965970970 970 970 970970975975 975 97 5 975 975980980 9 8 598598598 5985 985990 9 9 0 96 5 96597097097097097097097597597597597597597597598098098098098 0 980965965965965965965965965970970 9 7 0 97097097097597 5 975975 975 975 975 975975980980980980 980980 980965965 97 0 970970970975975975975980 9 8 0 980980 980 980965965970970970970975 975975975980980 980955955955955955955955955955955 96 0 960960960 960960960 965 96 5 965 965970970 97097 0 970 970 975975975975975975980 9 8 0 980 980 98 5 9 8 5985985 99 0 99 099099099099099599599599510001 0 0 010001000 965965970970970 970970970 975 975975975 980980 965965 97097097097 0 975975 980980985990 965965965965970 97097097 0 9 7 5 975 975975 980 96 5 965 970 970975 98096596 59709 7 0 970970 970975975975 975 970970 970970970970970975975 975975 9709709759759759 7 5 975975 975975975975 975 9 7 59809 8 0 980980985985 975975975980980980 9809809809809809859 8 5990990 975 975980980 980980 980985985 985985 98598 5990990 995 995 10001000 97598098098098598 5 9859 8 5 985 985 990 990 990990 990990 990990995995995995995995 9759 8 0 9859 9 0 9 9 0 990 990 990990990995995 995 995 995 99599599510001 0 0 0 100010001000 1000 9809809 8 0 985 9909959959959 9 5 9959959951000 1 0 0 0 10001000 10001000100010051 0 0 5 10051005100510 0 510101010 980985990995100 0 10001000 1000 10001005100510051005100510051005 10051005 1010 1015 10 1 5 10151000 100010 0 0 1000100510051005101010 1 0 101010 1 5 9951000100510051005100510051010 10101 0 1 0 1015XXSSSSEX MHRE = 975.768" INV = 967.66 (N)8" INV = 967.61 (S)WAYZATAORONOWAYZATAORONOWAYZATAORONOSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326EX01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGEXISTING CONDITIONS WAYZATA COUNTRY CLUB REGRADINGC100 4301902/27/2024 GRETCHEN A. SCHROEDER . . . 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUBPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'150'300'450'1" = 150'150' 30' or 15' 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.00980982INTERVAL CONTOURINDEX CONTOURLEGENDCONIFEROUS TREEDECIDUOUS TREEWETLANDPROPERTY LINE65 WATWATWATWATWATWATWATWATWATWATSFM FM FM FMXSSSS231.49 N00°44'46"E 43.93S89°38'23"EN 3 9 ° 2 9 ' 3 8 " E 3 3 2 . 0 2 N14°5 0 ' 0 5 " E 5 2 7 . 9 2 104.70S83°19'09"EN00°22'49"E 415.23 5 8 . 9 5 5 8 . 2 9 7 6 . 7 6 5 7 . 8 9 79.98 178.07 116.03 97.46 56.3854.6850.02115.20 115.22 100.01 S89°40'42"E 990.2584.80 8 0 . 1 3960965965965 965 965 965970970975975980980 960960960965965965965 96 5 970970970970 975975980 98098 5 98599 0 990955955 9 6 0 960960960960960965965 965 965 9 6 5 970970970 97 0 975 9759759 7 5 980980 980 980980980980980985985 98 5 985985985 99 0 990995 995100 0 1000955955955955955955960960 96 0 960960960960 965965965 965 9 7 0 9709709709 7 5 97597597 5 98098 0 98 0 980 9 8 0 980980980 9 85 985 985 9 8 598598 5 9 9 0 99099099099599510001000 955955 9 6 0 960 960 960 960960960960960965965965 965965 965 965965965965965 9 7 0 970 97 0 970970970970 975 9759759759759 7 597597 5 980980 98098098098 098598 599099099599510001000 955955960 96 0 960 960960 9659659659659659 6 5 965 96596596 5965970970 970 975 975 975980 980985985985985990 990 995 995 100010001005100510051005 955955960960960960 960960960 96 0 9 6 0 9 6 0960960960960965965965970970970975975975980980 985 985990990995995 10001000100010001005100510051005 955955 960960960 9 6 0 960960965 96 59659 7 0 970970970970 975 975 975980 980985985990990995995100010001000100010051005 955955955955 960960960960960 960960960960960965 9659659709 7 0970970 975 975980980985 985990 9909959959959951000100010001000 955955955 960960960960960960960965965965 96596597097097097597597597598098098598 5 9859859909909959951000100010001000100010001005100510051005 955 960960960960960960960965965965 965 965 970970970975975980980 9 8 0980985985990990995995995995100010001005100510051005 955 960960960 960960965965965 965965965 965 96596 5 9 7 097097097597598098098098098098098598599099099099599510001000100010001005100510051005 955 9 6 0 960 9 6 0960960 960 9609 6 0 960965 965 965965965 965 965 970 970 970 970 970970970970970 97097597598098098098 0985985985985985985985985990990995995100010001000100010051005 955960 960960 965965965 965 965 965965 970 97 0 970970 970970 975 9 7 5980980980980980980980 980980 9809859859909909959959959959951000100010001000 960960960965 965965965970 970970970970970975975975 975980980980980980980980980 98598598598598598598598599099099599599599599599510001000 10001000 960 960960965965965965965965965 96 5 965970970970970970 970 97097 0 970970975 9 7 5 975975975975975975975975975 97598098098098098098098098098598598598 5 965 965970970 970 970 970970975975 975 97 5 975 975980980 9 8 5985985985985 985990990 96 5 965970970970970970970975975975975975975975975980980980980980 980965965965965965965965965970970 9 7 0 97097097097597 5 975975 975 975975975975980980980980 980980 980965965 97 0 970970970975975975975980980980980 980 980965965970970970970975 975975975980980 980955955955955955955955955955955 96 0 960960960 960960960 965 96 5 965 965970970 97097 0 970 970 975975975975975975980 9 8 0 980 980 98 5 9 8 5985985 99 0 99 09909909909909959959959951000100010001000 965965970970970 970970970 975 975975975 980980 965965 97097097097 0 975975 980980985990 965965965965970 97097097 0 97 5 975 975975 980 965 965 970 970975 980965965970970970970 970975975975 975 970970 970970970970970975975 975975 970970975975975975975975 975975975975 975 97 5980980980980985985 975975975980980980 980980980980980985985990990 975975980980980 980 980985985 985985 98598 599099099599510001000 97598098098098598 5 9859 8 5 985 985 990 990 990990 990990 990990995995995995995995 975980985990 9 9 0 990 990 990990 990995995 995 995 995 99599599510001000100010001000 1000 980980980985990995 9959959 9 5 9959959951000 1 0 0 0 10001000 10001000100010051 0 05 10051005100510 0 510101010 980985990995100010001000 1000 10001005100510051005100510051005 10051005 1010 1015 10 1 5 101510001000 10 0 0 1000100510051005101010 1 0 1010101 5 9951000 100510051005100510051010 10101 0 1 0 101512345678SFSFRSC SFSFSFSF SFSFSF SFSFSFSFSFSFSFSFRSCRSC RSCRSCRSC RSCRSCRSCRSCRSCRSCRSCRSCRSC SFSFSFRSCSFSFSFSFSFSFS FSFSFSF S F SFRSC RSC SFSFSFSF SFSF SFSFSF SF SFSFSFSF SF S FSF RSCSFS F PRE-SFPR E - S F PRE-SF PRE-SFPRE-SFSFSFSF SFSF RSCRSCRSC RSCRSC SFSFSFSFSFSFSFSFRSCRSCRSC RSCRSCRSCRSCRSCPRE-SFPRE-SFPRE-SFPRE-SFWAYZATAORONOWAYZATAORONOWAYZATAORONOSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326GD01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGGRADING PLAN - OVERALL WAYZATA COUNTRY CLUB REGRADINGC200 4301902/27/2024 GRETCHEN A. SCHROEDER . . . 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUBPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'200'400'600'1" = 200'200' 40' or 20' 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.00PROPERTY LINE982980POND NORMAL WATER LEVELEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONFLOW DIRECTIONCURB AND GUTTERGRADING LEGENDGRADING NOTES0.00%900.00900.00SILT FENCESFREDUNDANT SILT CONTROLRSCROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETDELINEATED WETLANDWETLAND FILL AREAWETLAND MITIGATION AREAEXISTINGPROPOSEDGRADING LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELDVERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANYDISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES,RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OFDOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION ANDBACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHYSTAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BEAPPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPESBETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSEDCONTOURS ARE TO FINISHED SURFACE GRADE.9.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED.THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES.10.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATIONSYSTEM (NPDES) PERMIT REQUIREMENTS.11.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLINGSHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL,IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OFFAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.12.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIEDDENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.13.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITHREQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.14.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OFREMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER.15.CONTRACTOR TO SERVE FUTURE BUILDING PAD WITH SMALL UTILITIES. CONTACT OWNER FOR REQUIRED SIZES.16.CONTRACTOR/OWNER TO OBTAIN SOIL BORING IN AREA OF FUTURE BUILDING PAD.17.THE TOTAL AREA OF DISTURBANCE SHALL GENERALLY BE LIMITED TO 5 ACRES, MEANING ADDITIONAL AREA MAY BE OPENED AFTER PERMANENT ORTEMPORARY RESTORATION AND EROSION AND SEDIMENT CONTROL ITEMS ARE IN PLACE ON COMPLETED AREAS. THE OWNER SHALL BE REQUIREDTO IMPLEMENT SITE SPECIFIC PHASING REQUIREMENTS SET BY THE CITY OF WAYZATA.18.ORANGE CONSTRUCTION FENCE SHALL BE REQUIRED ALONG THE PERIMETER OF ALL PROJECTS ADJACENT TO EXISTING BUILDINGS, ROADS, PONDS,OR AS DIRECTED BY THE CITY OF WAYZATA. ORANGE SILT FENCE SHALL NOT BE ACCEPTED AS A SUBSTITUTE FOR ORANGE CONSTRUCTION FENCE.1.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BEMAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELDCONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TOTHE GRADING CONTRACT.2.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION ANDEROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATIONINCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALLCOMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'SRESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTINGPAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THESATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THECONTRACTOR AFTER THE TURF IS ESTABLISHED.3.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THESITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.4.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKETOR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.5.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY.A.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREB.POND SLOPES AND WETLAND AREAS SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.C.FAIRWAYS, GREENS, TEE BOXES, AND OTHER GOLF-RELATED AREAS SHALL BE SEEDED AND/OR SODDED PER ARCHITECT RECOMMENDATIONS.D.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.E.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZEDTO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPINGOR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BEPROVIDED WITH A POSITIVE OUTFLOW.GENERAL EROSION CONTROL NOTESWETLAND IMPACT SUMMARYWATWATERMAINSANITARY SEWERSANSANITARY SEWER FORCEMAINFMPRE-SFPRE-CONSTRUCTION SILT CONTROL1.THE APPLICANT HAS SUBMITTED ANINCIDENTAL WETLAND DETERMINATIONFOR IMPACTS TO DELINEATED WETLANDFEATURES WB-03 AND WB-04 FROM THEMINNEHAHA CREEK WATERSHEDDISTRICT UNDER MN RULES 8420.0105SUBPART 2 (INCIDENTAL WETLANDS) ONFEBRUARY 21, 2024. THE APPLICANT HASALSO SUBMITTED AN APPLICATIONREQUESTING EITHER A NO-PERMITREQUIRED LETTER FOR WORK INWETLANDS WB-03 AND WB-04 OR ANAJD THAT THESE WETLANDS ARENON-JURISDICTIONAL FROM THE STPAUL DISTRICT OF THE US ARMY CORPSOF ENGINEERS.GRADING SUMMARY·PROPERTY AREA218.3 AC·DISTURBED AREA42.9 AC·INCREASE IN IMPERVIOUS SURFACE (CART PATHS*)58,000 SF* DISCONNECTED IMPERVIOUS SURFACES·EARTHWORK VOLUME ESTIMATE41,400 CY EXPORT** GOLF COURSE ARCHITECT TO MINIMIZE EXPORT BY CREATING LANDSCAPE FEATURES ON SITE WITH EXCESS MATERIAL66 9659659659659709709 7 0 9 7 5 975975 965 96 5 970 970965965970970970970 970975975970970970970970975975 9709759759759 7 5 975975 9759759759759809 8 0 980980985985 9759759759809809809809859 8 5990990 975975980980980 98 0 98098598 5 985990990 995 99 5 10001000 97598098598 5 9859 8 5 985 990 990 990990995995995995 975980985990 9 9 0 990 99 099599 5 10001 0 0 0 980980980 98 5 9909959959959 9 5 9951000 1 0 0 010051 0 0 5 98098599099510 0 0 10001000 100510051005100510051005100010001005101010 1 0 99510001005101014 5SFSFSFSFSF SFSFSFSFSFSF SFSF SFSFSF SF SF SFSFSFSF SFSFSF S FSFSF SFSFSFSFSF SF SF SFRSCRSCRSCRSC RSC RSC RSCPRE-SFPRE-SF965963964964966967968969971972970961962963 970968969971972973976977974975977978967968969970969971972973975974980976976977977978979 9649659869869859 8 2 9839849869669 6 7 976977978979975973973974976 977 978 975 976 977972 9739739749 9 0 990990995100010001001100210039969979989 9 9 999100510041010100710081009 1011101210101011101210081010100610071008 10091010100610071 0 0 8 1009967SILT FENCE (TYP.)WB-05WETLANDMITIGATIONREDUNDANT SILTCONTROL (TYP.)SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326GD01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGGRADING PLAN - AREA 1 WAYZATA COUNTRY CLUB REGRADINGC201 4301902/27/2024 GRETCHEN A. SCHROEDER . . . 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUBPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'50' 10' or 5' 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.0012345678KEYMAPPROPERTY LINE982980POND NORMAL WATER LEVELEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONFLOW DIRECTIONCURB AND GUTTERGRADING LEGENDGRADING NOTES0.00%900.00900.00SILT FENCESFREDUNDANT SILT CONTROLRSCROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETDELINEATED WETLANDWETLAND FILL AREAWETLAND MITIGATION AREAEXISTINGPROPOSEDGRADING LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELDVERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANYDISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES,RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OFDOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION ANDBACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHYSTAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BEAPPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPESBETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSEDCONTOURS ARE TO FINISHED SURFACE GRADE.9.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED.THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES.10.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATIONSYSTEM (NPDES) PERMIT REQUIREMENTS.11.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLINGSHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL,IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OFFAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.12.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIEDDENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.13.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITHREQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.14.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OFREMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER.15.CONTRACTOR TO SERVE FUTURE BUILDING PAD WITH SMALL UTILITIES. CONTACT OWNER FOR REQUIRED SIZES.16.CONTRACTOR/OWNER TO OBTAIN SOIL BORING IN AREA OF FUTURE BUILDING PAD.17.THE TOTAL AREA OF DISTURBANCE SHALL GENERALLY BE LIMITED TO 5 ACRES, MEANING ADDITIONAL AREA MAY BE OPENED AFTER PERMANENT ORTEMPORARY RESTORATION AND EROSION AND SEDIMENT CONTROL ITEMS ARE IN PLACE ON COMPLETED AREAS. THE OWNER SHALL BE REQUIREDTO IMPLEMENT SITE SPECIFIC PHASING REQUIREMENTS SET BY THE CITY OF WAYZATA.18.ORANGE CONSTRUCTION FENCE SHALL BE REQUIRED ALONG THE PERIMETER OF ALL PROJECTS ADJACENT TO EXISTING BUILDINGS, ROADS, PONDS,OR AS DIRECTED BY THE CITY OF WAYZATA. ORANGE SILT FENCE SHALL NOT BE ACCEPTED AS A SUBSTITUTE FOR ORANGE CONSTRUCTION FENCE.1.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BEMAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELDCONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TOTHE GRADING CONTRACT.2.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION ANDEROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATIONINCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALLCOMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'SRESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTINGPAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THESATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THECONTRACTOR AFTER THE TURF IS ESTABLISHED.3.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THESITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.4.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKETOR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.5.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY.A.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREB.POND SLOPES AND WETLAND AREAS SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.C.FAIRWAYS, GREENS, TEE BOXES, AND OTHER GOLF-RELATED AREAS SHALL BE SEEDED AND/OR SODDED PER ARCHITECT RECOMMENDATIONS.D.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.E.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZEDTO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPINGOR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BEPROVIDED WITH A POSITIVE OUTFLOW.GENERAL EROSION CONTROL NOTESWETLAND IMPACT SUMMARYWATWATERMAINSANITARY SEWERSANSANITARY SEWER FORCEMAINFMPRE-SFPRE-CONSTRUCTION SILT CONTROL1.THE APPLICANT HAS SUBMITTED ANINCIDENTAL WETLAND DETERMINATIONFOR IMPACTS TO DELINEATED WETLANDFEATURES WB-03 AND WB-04 FROM THEMINNEHAHA CREEK WATERSHEDDISTRICT UNDER MN RULES 8420.0105SUBPART 2 (INCIDENTAL WETLANDS) ONFEBRUARY 21, 2024. THE APPLICANT HASALSO SUBMITTED AN APPLICATIONREQUESTING EITHER A NO-PERMITREQUIRED LETTER FOR WORK INWETLANDS WB-03 AND WB-04 OR ANAJD THAT THESE WETLANDS ARENON-JURISDICTIONAL FROM THE STPAUL DISTRICT OF THE US ARMY CORPSOF ENGINEERS.67 970970975980 975980 975975 970970975975 970975975 980 98 0980980 985985985 9 8 5 980980 985990990990990995995 990990990995995995995 9959951000 10001000 1000 99599599510001000 10001000100010051005100510 0 510101010 1000 100010051005 1005 1010 101 5 10 1 5 1015100010001005 1005 101010 1 5 100510051005100510101 0 1 0 101525SFSFSFSFSFSFSFSFSF S F SFSFSFSF SFSFSFSFS F SFSFSF SFSFSFR S C RSC RSCRSCRSC RSCRS CSFSFSFSF974972973975974 990995987988989991992993994991 992 9939949909879889899919951000993994996997998999100110021003995992993994996997 992995993994996997998999100010019951000 10059939949969979989991001100210031004991992995994996997998999100010011002100510031004100610071008995 1000 999 10009991001100110031004100 5 1006100710081 0 0 9 1 0 0 3 102010161017101810191015101 5 10201016 1017 1018 10191021101310141016101710 1 8 1018101810171018 1019101510161017101010111012 10131 0 1 4 101510161017SILT FENCE (TYP.)EX. RAIN GARDENEX. RAIN GARDENSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326GD01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGGRADING PLAN - AREA 2 WAYZATA COUNTRY CLUB REGRADINGC202 4301902/27/2024 GRETCHEN A. SCHROEDER . . . 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUBPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'50' 10' or 5' 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.0012345678KEYMAPPROPERTY LINE982980POND NORMAL WATER LEVELEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONFLOW DIRECTIONCURB AND GUTTERGRADING LEGENDGRADING NOTES0.00%900.00900.00SILT FENCESFREDUNDANT SILT CONTROLRSCROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETDELINEATED WETLANDWETLAND FILL AREAWETLAND MITIGATION AREAEXISTINGPROPOSEDGRADING LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELDVERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANYDISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES,RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OFDOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION ANDBACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHYSTAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BEAPPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPESBETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSEDCONTOURS ARE TO FINISHED SURFACE GRADE.9.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED.THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES.10.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATIONSYSTEM (NPDES) PERMIT REQUIREMENTS.11.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLINGSHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL,IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OFFAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.12.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIEDDENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.13.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITHREQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.14.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OFREMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER.15.CONTRACTOR TO SERVE FUTURE BUILDING PAD WITH SMALL UTILITIES. CONTACT OWNER FOR REQUIRED SIZES.16.CONTRACTOR/OWNER TO OBTAIN SOIL BORING IN AREA OF FUTURE BUILDING PAD.17.THE TOTAL AREA OF DISTURBANCE SHALL GENERALLY BE LIMITED TO 5 ACRES, MEANING ADDITIONAL AREA MAY BE OPENED AFTER PERMANENT ORTEMPORARY RESTORATION AND EROSION AND SEDIMENT CONTROL ITEMS ARE IN PLACE ON COMPLETED AREAS. THE OWNER SHALL BE REQUIREDTO IMPLEMENT SITE SPECIFIC PHASING REQUIREMENTS SET BY THE CITY OF WAYZATA.18.ORANGE CONSTRUCTION FENCE SHALL BE REQUIRED ALONG THE PERIMETER OF ALL PROJECTS ADJACENT TO EXISTING BUILDINGS, ROADS, PONDS,OR AS DIRECTED BY THE CITY OF WAYZATA. ORANGE SILT FENCE SHALL NOT BE ACCEPTED AS A SUBSTITUTE FOR ORANGE CONSTRUCTION FENCE.1.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BEMAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELDCONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TOTHE GRADING CONTRACT.2.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION ANDEROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATIONINCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALLCOMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'SRESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTINGPAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THESATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THECONTRACTOR AFTER THE TURF IS ESTABLISHED.3.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THESITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.4.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKETOR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.5.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY.A.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREB.POND SLOPES AND WETLAND AREAS SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.C.FAIRWAYS, GREENS, TEE BOXES, AND OTHER GOLF-RELATED AREAS SHALL BE SEEDED AND/OR SODDED PER ARCHITECT RECOMMENDATIONS.D.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.E.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZEDTO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPINGOR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BEPROVIDED WITH A POSITIVE OUTFLOW.GENERAL EROSION CONTROL NOTESWETLAND IMPACT SUMMARYWATWATERMAINSANITARY SEWERSANSANITARY SEWER FORCEMAINFMPRE-SFPRE-CONSTRUCTION SILT CONTROL1.THE APPLICANT HAS SUBMITTED ANINCIDENTAL WETLAND DETERMINATIONFOR IMPACTS TO DELINEATED WETLANDFEATURES WB-03 AND WB-04 FROM THEMINNEHAHA CREEK WATERSHEDDISTRICT UNDER MN RULES 8420.0105SUBPART 2 (INCIDENTAL WETLANDS) ONFEBRUARY 21, 2024. THE APPLICANT HASALSO SUBMITTED AN APPLICATIONREQUESTING EITHER A NO-PERMITREQUIRED LETTER FOR WORK INWETLANDS WB-03 AND WB-04 OR ANAJD THAT THESE WETLANDS ARENON-JURISDICTIONAL FROM THE STPAUL DISTRICT OF THE US ARMY CORPSOF ENGINEERS.68 955 9609 6 0 960965965 965970975980985990955960965 9 6 5 96597097598098599 0 995955960965970 9709709709709759809859859859859859909951000 955960965970975 98098 0980980980 985990995 1000 960965 9 7 0 97597597 5 980980980980980 985985985 9909959959 9 5995995 100010 0 0 9609 6 59659 6 59659 6 5 96 5 96 5 970 9709709709 7 0 975975975975975975975 980980970970 970975980367SF SF SF SF SF SF SF SF SF SFSFSF SFSFRSC RSC RSCRSC9809789 7 9 97797 9 968965962962965963964966967968969965961962963964 967967 971972 970971972975980972973974976977978979 980976 977 978979981972973 975976 9759 7 4 9769779789809 7 9 976SILT FENCE (TYP.)WB-02SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326GD01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGGRADING PLAN - AREA 3 WAYZATA COUNTRY CLUB REGRADINGC203 4301902/27/2024 GRETCHEN A. SCHROEDER . . . 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUBPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'50' 10' or 5' 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.0012345678KEYMAPPROPERTY LINE982980POND NORMAL WATER LEVELEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONFLOW DIRECTIONCURB AND GUTTERGRADING LEGENDGRADING NOTES0.00%900.00900.00SILT FENCESFREDUNDANT SILT CONTROLRSCROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETDELINEATED WETLANDWETLAND FILL AREAWETLAND MITIGATION AREAEXISTINGPROPOSEDGRADING LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELDVERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANYDISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES,RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OFDOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION ANDBACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHYSTAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BEAPPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPESBETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSEDCONTOURS ARE TO FINISHED SURFACE GRADE.9.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED.THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES.10.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATIONSYSTEM (NPDES) PERMIT REQUIREMENTS.11.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLINGSHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL,IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OFFAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.12.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIEDDENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.13.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITHREQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.14.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OFREMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER.15.CONTRACTOR TO SERVE FUTURE BUILDING PAD WITH SMALL UTILITIES. CONTACT OWNER FOR REQUIRED SIZES.16.CONTRACTOR/OWNER TO OBTAIN SOIL BORING IN AREA OF FUTURE BUILDING PAD.17.THE TOTAL AREA OF DISTURBANCE SHALL GENERALLY BE LIMITED TO 5 ACRES, MEANING ADDITIONAL AREA MAY BE OPENED AFTER PERMANENT ORTEMPORARY RESTORATION AND EROSION AND SEDIMENT CONTROL ITEMS ARE IN PLACE ON COMPLETED AREAS. THE OWNER SHALL BE REQUIREDTO IMPLEMENT SITE SPECIFIC PHASING REQUIREMENTS SET BY THE CITY OF WAYZATA.18.ORANGE CONSTRUCTION FENCE SHALL BE REQUIRED ALONG THE PERIMETER OF ALL PROJECTS ADJACENT TO EXISTING BUILDINGS, ROADS, PONDS,OR AS DIRECTED BY THE CITY OF WAYZATA. ORANGE SILT FENCE SHALL NOT BE ACCEPTED AS A SUBSTITUTE FOR ORANGE CONSTRUCTION FENCE.1.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BEMAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELDCONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TOTHE GRADING CONTRACT.2.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION ANDEROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATIONINCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALLCOMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'SRESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTINGPAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THESATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THECONTRACTOR AFTER THE TURF IS ESTABLISHED.3.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THESITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.4.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKETOR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.5.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY.A.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREB.POND SLOPES AND WETLAND AREAS SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.C.FAIRWAYS, GREENS, TEE BOXES, AND OTHER GOLF-RELATED AREAS SHALL BE SEEDED AND/OR SODDED PER ARCHITECT RECOMMENDATIONS.D.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.E.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZEDTO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPINGOR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BEPROVIDED WITH A POSITIVE OUTFLOW.GENERAL EROSION CONTROL NOTESWETLAND IMPACT SUMMARYWATWATERMAINSANITARY SEWERSANSANITARY SEWER FORCEMAINFMPRE-SFPRE-CONSTRUCTION SILT CONTROL1.THE APPLICANT HAS SUBMITTED ANINCIDENTAL WETLAND DETERMINATIONFOR IMPACTS TO DELINEATED WETLANDFEATURES WB-03 AND WB-04 FROM THEMINNEHAHA CREEK WATERSHEDDISTRICT UNDER MN RULES 8420.0105SUBPART 2 (INCIDENTAL WETLANDS) ONFEBRUARY 21, 2024. THE APPLICANT HASALSO SUBMITTED AN APPLICATIONREQUESTING EITHER A NO-PERMITREQUIRED LETTER FOR WORK INWETLANDS WB-03 AND WB-04 OR ANAJD THAT THESE WETLANDS ARENON-JURISDICTIONAL FROM THE STPAUL DISTRICT OF THE US ARMY CORPSOF ENGINEERS.69 WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATWATFM FM FM FM FM FM FM FM FM FMFMFM970975980 9 8 0980985990 995 995995995 1000 10001005100510051005 965970975980980 980980980985 9 9 099099510 0 01000100010001005100510051005 965 9709759 8 0 9809 8 098598598599099510001000100010051005 97 0 9 7 5980980 980980 980985990995995995995100010001000 970975 980 98098 0 985985985 98598599099510001000100096 5 970 97598098098098098098098098598598598 5 970 970975975 975 97 59809809859859859 8 5985 9859909 9 0 96 5970970970970970975975975975975975980980 965965965965965965965965970970 97097097097597 5 975975975975980980980980 965965970 970975975975980980 980980 980 965965970970970975 975975980980 965965970970 970970970 975 975975980965965 97097097 09759809859904 57SFSFSF SF SF SF SF SF SFSFSFSFSFSFSFSFSFS F SFSFSFSFSFSFSFSF SFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSF SF RSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSC RSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSC RSC PRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SF9 6 7 970 970967968968969969971972973974 975971972973974 976970969971972962963964965 961961 96 2963964 9 7 0 971 971 971971 972972970967968969971972 973 97 0 975 9 6 8 9 6 9 971 972 973 974976977978979 9709 8 0 98596896997197297397497 7 9 7 8 9799 8 1 9 8 2 983984986980978979975 975976976977 977980 976 977 978979980977978979976977977978975976990987988989991991 9919819819859819829839849869869869879879859829839849859859849849869839849 8 09819829 8 3984980 980 978 9 7 8 979 979981982983980980985978978979981981982 982983984 980 977978 979 981 975980976 977978979981982 98098 0 97997 9 98 1 98098098198198298297697797897997 097096 7 9679 6 7 968968 9 6 9 969 971972973984975 972 973 974 976 9779789799809819 8 2 970966967968969971 965970966967968969 9 7 5 97497 6 977 97197297397497597 6 977980985 979981982983984980985981982983984986987101010101011 10081008100999510001005 99699799899910011002100310041006100710001005 996 997 998 999 10011002100310041006 990995 988989991992993994 985990982 983 98498 6 987 988989991992993994 9859839931 0 0 0 99 9 1009 SILT FENCE (TYP.)WB-05WETLANDMITIGATIONPRE-CONSTRUCTION SILTFENCE (TYP.) - REMOVE ONCEPOND EXCAVATION BEGINSSILT FENCE (TYP.)REDUNDANT SILTCONTROL (TYP.)SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326GD01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGGRADING PLAN - AREA 4 WAYZATA COUNTRY CLUB REGRADINGC204 4301902/27/2024 GRETCHEN A. SCHROEDER . . . 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUBPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'50' 10' or 5' 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.0012345678KEYMAPPROPERTY LINE982980POND NORMAL WATER LEVELEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONFLOW DIRECTIONCURB AND GUTTERGRADING LEGENDGRADING NOTES0.00%900.00900.00SILT FENCESFREDUNDANT SILT CONTROLRSCROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETDELINEATED WETLANDWETLAND FILL AREAWETLAND MITIGATION AREAEXISTINGPROPOSEDGRADING LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELDVERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANYDISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES,RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OFDOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION ANDBACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHYSTAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BEAPPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPESBETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSEDCONTOURS ARE TO FINISHED SURFACE GRADE.9.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED.THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES.10.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATIONSYSTEM (NPDES) PERMIT REQUIREMENTS.11.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLINGSHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL,IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OFFAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.12.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIEDDENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.13.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITHREQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.14.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OFREMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER.15.CONTRACTOR TO SERVE FUTURE BUILDING PAD WITH SMALL UTILITIES. CONTACT OWNER FOR REQUIRED SIZES.16.CONTRACTOR/OWNER TO OBTAIN SOIL BORING IN AREA OF FUTURE BUILDING PAD.17.THE TOTAL AREA OF DISTURBANCE SHALL GENERALLY BE LIMITED TO 5 ACRES, MEANING ADDITIONAL AREA MAY BE OPENED AFTER PERMANENT ORTEMPORARY RESTORATION AND EROSION AND SEDIMENT CONTROL ITEMS ARE IN PLACE ON COMPLETED AREAS. THE OWNER SHALL BE REQUIREDTO IMPLEMENT SITE SPECIFIC PHASING REQUIREMENTS SET BY THE CITY OF WAYZATA.18.ORANGE CONSTRUCTION FENCE SHALL BE REQUIRED ALONG THE PERIMETER OF ALL PROJECTS ADJACENT TO EXISTING BUILDINGS, ROADS, PONDS,OR AS DIRECTED BY THE CITY OF WAYZATA. ORANGE SILT FENCE SHALL NOT BE ACCEPTED AS A SUBSTITUTE FOR ORANGE CONSTRUCTION FENCE.1.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BEMAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELDCONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TOTHE GRADING CONTRACT.2.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION ANDEROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATIONINCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALLCOMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'SRESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTINGPAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THESATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THECONTRACTOR AFTER THE TURF IS ESTABLISHED.3.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THESITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.4.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKETOR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.5.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY.A.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREB.POND SLOPES AND WETLAND AREAS SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.C.FAIRWAYS, GREENS, TEE BOXES, AND OTHER GOLF-RELATED AREAS SHALL BE SEEDED AND/OR SODDED PER ARCHITECT RECOMMENDATIONS.D.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.E.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZEDTO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPINGOR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BEPROVIDED WITH A POSITIVE OUTFLOW.GENERAL EROSION CONTROL NOTESWETLAND IMPACT SUMMARYWATWATERMAINSANITARY SEWERSANSANITARY SEWER FORCEMAINFMPRE-SFPRE-CONSTRUCTION SILT CONTROL1.THE APPLICANT HAS SUBMITTED ANINCIDENTAL WETLAND DETERMINATIONFOR IMPACTS TO DELINEATED WETLANDFEATURES WB-03 AND WB-04 FROM THEMINNEHAHA CREEK WATERSHEDDISTRICT UNDER MN RULES 8420.0105SUBPART 2 (INCIDENTAL WETLANDS) ONFEBRUARY 21, 2024. THE APPLICANT HASALSO SUBMITTED AN APPLICATIONREQUESTING EITHER A NO-PERMITREQUIRED LETTER FOR WORK INWETLANDS WB-03 AND WB-04 OR ANAJD THAT THESE WETLANDS ARENON-JURISDICTIONAL FROM THE STPAUL DISTRICT OF THE US ARMY CORPSOF ENGINEERS.70 FENCE LINE IS 3.7'SOUTH OF CORNERXXONE INCH OPEN PIPEHALF INCH OPEN PIPE104.70S83°19'09"EN00°22'49"E 415.2354.6850.02115.20 115.22 100.01 HALF INCH REBAR84.80960960960960965 965 970970960960960960965 96596 5 965 96596 5 9 7 0 960960960960960960960960 965965965 965 965 970 970 970 970 960960 965965965 965 965965970970970970 96096096596596597097 0970970 960960965965 9709 7 0 970970975 9 7 5 975975965965970970 970970975 975965965970 97598098 0 980970970975975975980980980 970970975975980 970970975980970975980 97097598058SFSFSFSFSFSFSFSFSFSFRSCRSCRSCRSCRSCRSCSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSF SF S F S F S F S F SFSFSFSFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFSF SFSFSFSFSFSFSFSFSFSFSFSF RSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSC 970966967967968969971972973970969971 975971972973 974970971 970969967967968974970969970971963962956957958959960960965959959961962963964966961962963964965961962963962963961962963964962962963963964962963960965970970959961962964966967967968968969969965961962963964960957958959961962 965 963 9649669679689689599599609659659599 6 1 962963963964964966966 970 9709 7 0 975967968969 96996997 1 97297397497 6 97097 0 975968 968969 969971971 9 7 2 973973973974976977978979970 975971 97 1972 972 973973 973974974 974976977965963964966967970967 9689 6 9 9719729709 7 1 970968 969971971972972 972965 96 4 966 SILT FENCE (TYP.)SILT FENCE (TYP.)REDUNDANT SILTCONTROL (TYP.)WB-04WETLAND FILLWETLANDMITIGATIONPRE-CONSTRUCTION SILTFENCE (TYP.) - REMOVE ONCEPOND EXCAVATION BEGINSSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326GD01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGGRADING PLAN - AREA 5 WAYZATA COUNTRY CLUB REGRADINGC205 4301902/27/2024 GRETCHEN A. SCHROEDER . . . 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUBPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'50' 10' or 5' 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.0012345678KEYMAPPROPERTY LINE982980POND NORMAL WATER LEVELEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONFLOW DIRECTIONCURB AND GUTTERGRADING LEGENDGRADING NOTES0.00%900.00900.00SILT FENCESFREDUNDANT SILT CONTROLRSCROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETDELINEATED WETLANDWETLAND FILL AREAWETLAND MITIGATION AREAEXISTINGPROPOSEDGRADING LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELDVERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANYDISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES,RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OFDOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION ANDBACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHYSTAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BEAPPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPESBETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSEDCONTOURS ARE TO FINISHED SURFACE GRADE.9.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED.THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES.10.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATIONSYSTEM (NPDES) PERMIT REQUIREMENTS.11.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLINGSHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL,IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OFFAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.12.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIEDDENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.13.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITHREQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.14.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OFREMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER.15.CONTRACTOR TO SERVE FUTURE BUILDING PAD WITH SMALL UTILITIES. CONTACT OWNER FOR REQUIRED SIZES.16.CONTRACTOR/OWNER TO OBTAIN SOIL BORING IN AREA OF FUTURE BUILDING PAD.17.THE TOTAL AREA OF DISTURBANCE SHALL GENERALLY BE LIMITED TO 5 ACRES, MEANING ADDITIONAL AREA MAY BE OPENED AFTER PERMANENT ORTEMPORARY RESTORATION AND EROSION AND SEDIMENT CONTROL ITEMS ARE IN PLACE ON COMPLETED AREAS. THE OWNER SHALL BE REQUIREDTO IMPLEMENT SITE SPECIFIC PHASING REQUIREMENTS SET BY THE CITY OF WAYZATA.18.ORANGE CONSTRUCTION FENCE SHALL BE REQUIRED ALONG THE PERIMETER OF ALL PROJECTS ADJACENT TO EXISTING BUILDINGS, ROADS, PONDS,OR AS DIRECTED BY THE CITY OF WAYZATA. ORANGE SILT FENCE SHALL NOT BE ACCEPTED AS A SUBSTITUTE FOR ORANGE CONSTRUCTION FENCE.1.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BEMAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELDCONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TOTHE GRADING CONTRACT.2.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION ANDEROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATIONINCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALLCOMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'SRESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTINGPAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THESATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THECONTRACTOR AFTER THE TURF IS ESTABLISHED.3.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THESITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.4.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKETOR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.5.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY.A.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREB.POND SLOPES AND WETLAND AREAS SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.C.FAIRWAYS, GREENS, TEE BOXES, AND OTHER GOLF-RELATED AREAS SHALL BE SEEDED AND/OR SODDED PER ARCHITECT RECOMMENDATIONS.D.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.E.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZEDTO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPINGOR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BEPROVIDED WITH A POSITIVE OUTFLOW.GENERAL EROSION CONTROL NOTESWETLAND IMPACT SUMMARYWATWATERMAINSANITARY SEWERSANSANITARY SEWER FORCEMAINFMPRE-SFPRE-CONSTRUCTION SILT CONTROL1.THE APPLICANT HAS SUBMITTED ANINCIDENTAL WETLAND DETERMINATIONFOR IMPACTS TO DELINEATED WETLANDFEATURES WB-03 AND WB-04 FROM THEMINNEHAHA CREEK WATERSHEDDISTRICT UNDER MN RULES 8420.0105SUBPART 2 (INCIDENTAL WETLANDS) ONFEBRUARY 21, 2024. THE APPLICANT HASALSO SUBMITTED AN APPLICATIONREQUESTING EITHER A NO-PERMITREQUIRED LETTER FOR WORK INWETLANDS WB-03 AND WB-04 OR ANAJD THAT THESE WETLANDS ARENON-JURISDICTIONAL FROM THE STPAUL DISTRICT OF THE US ARMY CORPSOF ENGINEERS.71 96096096095 596096096 0 96 5 965 955955 955 955955955960960960960 9 5 5 955960960960960965965965970955955960960 965965970975 95595596096 0 960960 960960960960 965965970975 955 955960960 965965970970975 975 955955955 955 960960960960 965970975 980955955955 960960960965965 965970975975 97598098595595 5 955955 95 5 955955955955955960960 67SFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SFSFSFSFSFSF SF SFRSCRSCRSCRSC SFSFSF SFSFSFSFSFSFSFSFSFSFSFSFS F S FSFSF S F S F S F SFSFSFSFSFSFSF SF SFSFSFSF SFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFRSCRSCRSC RSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSC R S C R S C R S C RSCRSCRSCRSCRSCRSCRSC RSCRSCRSCRSC RSC RSCRSCRSCRSCRSC RSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCRSCR S C 98097797 9963 964960959961962 965 962963964966 960960956958959959961958958959959960961961960960960 96196296396496296396596 4 963963960961 96 2 9759739749769779 7 8 9 7 9 965 97 0 975964966967968969971972973974976965970 9759669 6 7 968 969 971972973974976977965955 955960953954956957958959961960957958959961955 953954 956953953953955953954956957957958959955 95495695 5 956 955956957960956957958959961960961962963 956956957 957958958959 960965959961962963964 966964964960956957958959961 962 963957958960959969SILT FENCE (TYP.)REDUNDANT SILTCONTROL (TYP.)REDUNDANT SILTCONTROL (TYP.)WAYZATAORONOWB-01WB-02WB-03WETLAND FILLSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326GD01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGGRADING PLAN - AREA 6 WAYZATA COUNTRY CLUB REGRADINGC206 4301902/27/2024 GRETCHEN A. SCHROEDER . . . 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUBPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'50' 10' or 5' 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.0012345678KEYMAPPROPERTY LINE982980POND NORMAL WATER LEVELEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONFLOW DIRECTIONCURB AND GUTTERGRADING LEGENDGRADING NOTES0.00%900.00900.00SILT FENCESFREDUNDANT SILT CONTROLRSCROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETDELINEATED WETLANDWETLAND FILL AREAWETLAND MITIGATION AREAEXISTINGPROPOSEDGRADING LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELDVERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANYDISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES,RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OFDOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION ANDBACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHYSTAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BEAPPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPESBETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSEDCONTOURS ARE TO FINISHED SURFACE GRADE.9.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED.THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES.10.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATIONSYSTEM (NPDES) PERMIT REQUIREMENTS.11.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLINGSHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL,IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OFFAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.12.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIEDDENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.13.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITHREQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.14.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OFREMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER.15.CONTRACTOR TO SERVE FUTURE BUILDING PAD WITH SMALL UTILITIES. CONTACT OWNER FOR REQUIRED SIZES.16.CONTRACTOR/OWNER TO OBTAIN SOIL BORING IN AREA OF FUTURE BUILDING PAD.17.THE TOTAL AREA OF DISTURBANCE SHALL GENERALLY BE LIMITED TO 5 ACRES, MEANING ADDITIONAL AREA MAY BE OPENED AFTER PERMANENT ORTEMPORARY RESTORATION AND EROSION AND SEDIMENT CONTROL ITEMS ARE IN PLACE ON COMPLETED AREAS. THE OWNER SHALL BE REQUIREDTO IMPLEMENT SITE SPECIFIC PHASING REQUIREMENTS SET BY THE CITY OF WAYZATA.18.ORANGE CONSTRUCTION FENCE SHALL BE REQUIRED ALONG THE PERIMETER OF ALL PROJECTS ADJACENT TO EXISTING BUILDINGS, ROADS, PONDS,OR AS DIRECTED BY THE CITY OF WAYZATA. ORANGE SILT FENCE SHALL NOT BE ACCEPTED AS A SUBSTITUTE FOR ORANGE CONSTRUCTION FENCE.1.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BEMAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELDCONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TOTHE GRADING CONTRACT.2.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION ANDEROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATIONINCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALLCOMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'SRESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTINGPAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THESATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THECONTRACTOR AFTER THE TURF IS ESTABLISHED.3.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THESITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.4.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKETOR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.5.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY.A.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREB.POND SLOPES AND WETLAND AREAS SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.C.FAIRWAYS, GREENS, TEE BOXES, AND OTHER GOLF-RELATED AREAS SHALL BE SEEDED AND/OR SODDED PER ARCHITECT RECOMMENDATIONS.D.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.E.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZEDTO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPINGOR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BEPROVIDED WITH A POSITIVE OUTFLOW.GENERAL EROSION CONTROL NOTESWETLAND IMPACT SUMMARYWATWATERMAINSANITARY SEWERSANSANITARY SEWER FORCEMAINFMPRE-SFPRE-CONSTRUCTION SILT CONTROL1.THE APPLICANT HAS SUBMITTED ANINCIDENTAL WETLAND DETERMINATIONFOR IMPACTS TO DELINEATED WETLANDFEATURES WB-03 AND WB-04 FROM THEMINNEHAHA CREEK WATERSHEDDISTRICT UNDER MN RULES 8420.0105SUBPART 2 (INCIDENTAL WETLANDS) ONFEBRUARY 21, 2024. THE APPLICANT HASALSO SUBMITTED AN APPLICATIONREQUESTING EITHER A NO-PERMITREQUIRED LETTER FOR WORK INWETLANDS WB-03 AND WB-04 OR ANAJD THAT THESE WETLANDS ARENON-JURISDICTIONAL FROM THE STPAUL DISTRICT OF THE US ARMY CORPSOF ENGINEERS.72 WATWATWATWATWATWATWATWATWATWATWATWATWATWATWATSANSANSANSANSANSANSANS A N S A N S A N S A NS FM FM FM FM SSSSEX MHRE = 975.768" INV = 967.66 (N)8" INV = 967.61 (S)965965965 965 960960965965 9659 6 5970970 955 9 6 0 960965 9 6 5 970 97 09759 7 5 980 980 980 9809809 8 0 985 985985 985 9609659659709709759 7 598098 09859 8 59909909959951 0 0 0 1000965 965965 96596596597097097597 59809 8 09859 8 5990990995 9 9 5 1000 1 0 0 0 965 965970 970 975 975980980985985985985990 990 995 995 100010 0 0 1005 1005 100 5 10 0 5 970970975975980980 985 98599099 0995995 100 010001000 100 0 100 5 1005 1005 1005 970 97 0 975980980985985990990995995 10 0 0 10001000 1000 1005 100 5 9709759809809859859909909959959 9 59951000 100 010001000 97097598 0 9 8 5 98 5985990990995 995 100010 0 0 10001000100010001005100510051005955 960960965 965970970970 970975975975975980 98098598599099099599510001000 7SFSFSFSFSFSFSFSFSFSFSFSFSF SF SFSFSFSFSFSFSFSFS FSFSFSFSFSF 1011961960956956957958959961962962 965961962963964966967968969965966967968967 970975967968969972973974 976977977978979970969971 970968969971 972973964960 965961 962963964966990995986987988989 991992 993994996997998999988 985990995 9951000100010051005 983 9849869879889899919 9 2 993 994996 996997997998 99899999910011001 1002 100210031003 100410041006 100699 5 9939949969979989991 0 0 01005 99 6997 99 7 9 9 8 99 9 1001100210031004100610071008100910001005998999100110021003100410061007100110011002100099799899999910009991005100610071008 990995100010051005991992993994996997998999100110 0 2 10031004 1 0 0 4 9 9 8 99799610021001100010011 0 0 0999 9909959869879889899919929939949969971000998999100110021003 975980985990 9 9 5 973974976977978979981982983984986987988 989 991 9 9 2 993993 994 9 9 6 99 7 998999 970 975 980985990 9 7 1 9 7 2 97 3 974 976977978979981982983984986987988989 985 99098 6 98 7 988 989SILT FENCE (TYP.)MH-1RE=1004.01IE=992.73 (N)IE=992.73 (SW)SANITARY SEWER STUBIE=994.58 (S)VERIFY WITH MEPCONNECT TO EX. MANHOLE968.00 (NE)37 LF-4" PVC @5.00%330 LF-4" PVC @ 7.50%PROPOSED AMENTITYBUILDING & PATIO1,200 SFFFE = 1004.504" WATERMAIN STUB4" WET TAPCONNECTION TO EX. 8"HDPE WATERMAIN194 LF - 4" WMWAYZATAORONOSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326GD01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGGRADING PLAN - AREA 7 WAYZATA COUNTRY CLUB REGRADINGC207 4301902/27/2024 GRETCHEN A. SCHROEDER . . . 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUBPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'50' 10' or 5' 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.0012345678KEYMAPPROPERTY LINE982980POND NORMAL WATER LEVELEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONFLOW DIRECTIONCURB AND GUTTERGRADING LEGENDGRADING NOTES0.00%900.00900.00SILT FENCESFREDUNDANT SILT CONTROLRSCROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETDELINEATED WETLANDWETLAND FILL AREAWETLAND MITIGATION AREAEXISTINGPROPOSEDGRADING LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELDVERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANYDISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES,RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OFDOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION ANDBACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHYSTAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BEAPPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPESBETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSEDCONTOURS ARE TO FINISHED SURFACE GRADE.9.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED.THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES.10.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATIONSYSTEM (NPDES) PERMIT REQUIREMENTS.11.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLINGSHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL,IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OFFAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.12.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIEDDENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.13.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITHREQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.14.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OFREMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER.15.CONTRACTOR TO SERVE FUTURE BUILDING PAD WITH SMALL UTILITIES. CONTACT OWNER FOR REQUIRED SIZES.16.CONTRACTOR/OWNER TO OBTAIN SOIL BORING IN AREA OF FUTURE BUILDING PAD.17.THE TOTAL AREA OF DISTURBANCE SHALL GENERALLY BE LIMITED TO 5 ACRES, MEANING ADDITIONAL AREA MAY BE OPENED AFTER PERMANENT ORTEMPORARY RESTORATION AND EROSION AND SEDIMENT CONTROL ITEMS ARE IN PLACE ON COMPLETED AREAS. THE OWNER SHALL BE REQUIREDTO IMPLEMENT SITE SPECIFIC PHASING REQUIREMENTS SET BY THE CITY OF WAYZATA.18.ORANGE CONSTRUCTION FENCE SHALL BE REQUIRED ALONG THE PERIMETER OF ALL PROJECTS ADJACENT TO EXISTING BUILDINGS, ROADS, PONDS,OR AS DIRECTED BY THE CITY OF WAYZATA. ORANGE SILT FENCE SHALL NOT BE ACCEPTED AS A SUBSTITUTE FOR ORANGE CONSTRUCTION FENCE.1.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BEMAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELDCONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TOTHE GRADING CONTRACT.2.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION ANDEROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATIONINCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALLCOMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'SRESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTINGPAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THESATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THECONTRACTOR AFTER THE TURF IS ESTABLISHED.3.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THESITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.4.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKETOR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.5.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY.A.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREB.POND SLOPES AND WETLAND AREAS SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.C.FAIRWAYS, GREENS, TEE BOXES, AND OTHER GOLF-RELATED AREAS SHALL BE SEEDED AND/OR SODDED PER ARCHITECT RECOMMENDATIONS.D.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.E.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZEDTO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPINGOR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BEPROVIDED WITH A POSITIVE OUTFLOW.GENERAL EROSION CONTROL NOTESWETLAND IMPACT SUMMARYWATWATERMAINSANITARY SEWERSANSANITARY SEWER FORCEMAINFMPRE-SFPRE-CONSTRUCTION SILT CONTROL1.THE APPLICANT HAS SUBMITTED ANINCIDENTAL WETLAND DETERMINATIONFOR IMPACTS TO DELINEATED WETLANDFEATURES WB-03 AND WB-04 FROM THEMINNEHAHA CREEK WATERSHEDDISTRICT UNDER MN RULES 8420.0105SUBPART 2 (INCIDENTAL WETLANDS) ONFEBRUARY 21, 2024. THE APPLICANT HASALSO SUBMITTED AN APPLICATIONREQUESTING EITHER A NO-PERMITREQUIRED LETTER FOR WORK INWETLANDS WB-03 AND WB-04 OR ANAJD THAT THESE WETLANDS ARENON-JURISDICTIONAL FROM THE STPAUL DISTRICT OF THE US ARMY CORPSOF ENGINEERS.73 XXXXXXRETAINING WALL5.2' EAST OFPROPERTY LINEEDGE OF CONCRETE5.6' EAST OFPROPERTY LINEHALF INCH OPEN PIPEINSCRIBED CAP 8743HALF INCH OPEN PIPEHALF INCH OPEN PIPEHALF INCH OPEN PIPE1.4' SOUTHEAST OF CORNERR/W SIGNRETAINING WALL10.75' EAST OF PROPERTY LINESOUTH LINE OF SE 1/4 SEC. 36231.49 N00°44'46"E 43.93S89°38'23"EN 3 9 ° 2 9 ' 3 8 " E 3 3 2 . 0 2 N14°5 0 ' 0 5 " E 5 2 7 . 9 2 104.70FENCE LINE IS 2.5'SOUTH OF CORNER5 8 . 9 5 5 8 . 2 9 7 6 . 7 6 5 7 . 8 9 79.98 178.07 116.03 97.46 56.38 54.6850.028 0 . 1 3 965 965970970975975980980965970970975975980 980985 985990990 960965970 970975 975980 980985 985990 990995 99510 0 0 1000960960 965965970 970 975 975 9 8 0 98 0 9 8 0 980 9 8 0 980985985 985 9 8 5 9 9 0 990960960960960 960 9659659 7 0 970 97 0 970 975 9759759759 7 5 9 7 5 980980 980980 960 96 0 9609659659659659659 6 5965965 960960960 9 6 0 9 6 0 9 6 0965 960960960 9 6 0 965970 96096096096 0960 960965965970970960960960960965965970970 9 6 0 960960 965 965970 9 7 0975975980 9 8 0 985 9 8 5 9 9 0 99 099099099599510001 0 0 0 8S FSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFRSCRSCRSCRSCRSCRSCRSCRSC PRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SFPRE-SF SFSFSFSFSFSFSFSF RSCRSCRSCRSCRSCRSCRSCRSC957 957958 958959959 9599619 6 2960965970975980985990959961962963964966967968969971972973974976977978979981982982982983984986986987988989991992965970975980966967968969971972973974976977978979981982983984965963964966967968968970975969971972973974974974976965970961962963964966967968969971971965966967975973974976977 97 8980981982 SILT FENCE (TYP.)REDUNDANT SILTCONTROL (TYP.)WAYZATAORONOWB-04WETLANDMITIGATIONPRE-CONSTRUCTION SILT FENCE (TYP.) - REMOVE ONCE POND EXCAVATION BEGINSSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326GD01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGGRADING PLAN - AREA 8 WAYZATA COUNTRY CLUB REGRADINGC208 4301902/27/2024 GRETCHEN A. SCHROEDER . . . 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUBPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'50'100'150'1" = 50'50' 10' or 5' 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.0012345678KEYMAPPROPERTY LINE982980POND NORMAL WATER LEVELEXISTINGPROPOSEDINDEX CONTOURINTERVAL CONTOUR982980SPOT ELEVATIONFLOW DIRECTIONCURB AND GUTTERGRADING LEGENDGRADING NOTES0.00%900.00900.00SILT FENCESFREDUNDANT SILT CONTROLRSCROCK CONSTRUCTION ENTRANCEEROSION CONTROL BLANKETDELINEATED WETLANDWETLAND FILL AREAWETLAND MITIGATION AREAEXISTINGPROPOSEDGRADING LEGEND1.LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELDVERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANYDISCREPANCIES ARE FOUND.2.CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES,RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OFDOWNSPOUTS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION ANDBACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA.4.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE SIX INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHYSTAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS,DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BEAPPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS.6.ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET.7.CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPESBETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES.8.SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSEDCONTOURS ARE TO FINISHED SURFACE GRADE.9.CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED.THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES.10.ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATIONSYSTEM (NPDES) PERMIT REQUIREMENTS.11.PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLINGSHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY-LOADED TANDEM-AXLE DUMP TRUCK, OR APPROVED EQUAL,IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OFFAILURE SHALL BE EXCAVATED AND RE-COMPACTED AS SPECIFIED HEREIN.12.EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIEDDENSITY METHOD AS OUTLINED IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER.13.EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITHREQUIREMENTS OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2.14.ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OFREMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BERESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER.15.CONTRACTOR TO SERVE FUTURE BUILDING PAD WITH SMALL UTILITIES. CONTACT OWNER FOR REQUIRED SIZES.16.CONTRACTOR/OWNER TO OBTAIN SOIL BORING IN AREA OF FUTURE BUILDING PAD.17.THE TOTAL AREA OF DISTURBANCE SHALL GENERALLY BE LIMITED TO 5 ACRES, MEANING ADDITIONAL AREA MAY BE OPENED AFTER PERMANENT ORTEMPORARY RESTORATION AND EROSION AND SEDIMENT CONTROL ITEMS ARE IN PLACE ON COMPLETED AREAS. THE OWNER SHALL BE REQUIREDTO IMPLEMENT SITE SPECIFIC PHASING REQUIREMENTS SET BY THE CITY OF WAYZATA.18.ORANGE CONSTRUCTION FENCE SHALL BE REQUIRED ALONG THE PERIMETER OF ALL PROJECTS ADJACENT TO EXISTING BUILDINGS, ROADS, PONDS,OR AS DIRECTED BY THE CITY OF WAYZATA. ORANGE SILT FENCE SHALL NOT BE ACCEPTED AS A SUBSTITUTE FOR ORANGE CONSTRUCTION FENCE.1.ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BEMAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND ORREMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO BE AWARE OF CURRENT FIELDCONDITIONS WITH RESPECT TO EROSION CONTROL. TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TOTHE GRADING CONTRACT.2.EROSION AND SILTATION CONTROL (ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION ANDEROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATIONINCLUDING BUT NOT LIMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. ESC SHALLCOMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'SRESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THECONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTINGPAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THESATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THECONTRACTOR AFTER THE TURF IS ESTABLISHED.3.ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THESITE MUST BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS.4.ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKETOR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION.5.THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, MNDOT, AND CITY.A.TEMPORARY (LESS THAN 1-YEAR) SEED SHALL BE MNDOT SEED MIX 21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100-POUNDS PER ACREB.POND SLOPES AND WETLAND AREAS SHALL BE MNDOT SEED MIX 33-261 AT 35-POUNDS PER ACRE.C.FAIRWAYS, GREENS, TEE BOXES, AND OTHER GOLF-RELATED AREAS SHALL BE SEEDED AND/OR SODDED PER ARCHITECT RECOMMENDATIONS.D.GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70-POUNDS PER ACRE.E.MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2-TONS PER ACRE.9.FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET IS REQUIRED.10.ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM TO TRAP SEDIMENT.11.ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZEDTO RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION.12.ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES) PERMIT REQUIREMENTS.13.THE SITE MUST BE KEPT IN A WELL-DRAINED CONDITION AT ALL TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPINGOR OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BEPROVIDED WITH A POSITIVE OUTFLOW.GENERAL EROSION CONTROL NOTESWETLAND IMPACT SUMMARYWATWATERMAINSANITARY SEWERSANSANITARY SEWER FORCEMAINFMPRE-SFPRE-CONSTRUCTION SILT CONTROL1.THE APPLICANT HAS SUBMITTED ANINCIDENTAL WETLAND DETERMINATIONFOR IMPACTS TO DELINEATED WETLANDFEATURES WB-03 AND WB-04 FROM THEMINNEHAHA CREEK WATERSHEDDISTRICT UNDER MN RULES 8420.0105SUBPART 2 (INCIDENTAL WETLANDS) ONFEBRUARY 21, 2024. THE APPLICANT HASALSO SUBMITTED AN APPLICATIONREQUESTING EITHER A NO-PERMITREQUIRED LETTER FOR WORK INWETLANDS WB-03 AND WB-04 OR ANAJD THAT THESE WETLANDS ARENON-JURISDICTIONAL FROM THE STPAUL DISTRICT OF THE US ARMY CORPSOF ENGINEERS.74 SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326DT01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGDETAILS WAYZATA COUNTRY CLUB REGRADINGC300 4301902/27/2024 GRETCHEN A. SCHROEDER AKW GAS AKW 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUBPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com#### ### or ### 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.00FILTER CLOTH 4'ABOVE SOURCEOF WATERMIN. 4" OVERLAPLAST REVISED:04/20/21GD21BERMWATER TABLE15 4"20 6"25 6"30 8"35 8"45 10"NOTES:1.MATS/BLANKETS SHOULD BE INSTALLED VERTICALLY DOWNSLOPE.2.SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICK AND GRASS.3.MATS/BLANKETS SHALL HAVE GOOD SOIL CONTACT.4.LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH THE SOIL.5.DO NOT STRETCH.SLOPE RATIO2:1 (H:V)>2:1 - 1:1STAPLES/YARD1.2 STAPLES1.7 STAPLESSPACING FOR STAPLESSTAPLELENGTHCATEGORYOFBLANKETTYPICAL SLOPE SOIL STABILIZATIONISOMETRIC VIEWTAMP DIRTOVER MAT/BLANKETVA R I E S NON-WOVEN GEOTEXTILEFILTER FABRIC UNDERTYPICAL TREATMENTGENERALSTAPLEPATTERNVA R I E S 4'VARIES12"TEMPORARY EROSION BLANKETSTURF REINFORCEMENT MATS FOR SLOPESWET SLOPE LININGVARI E S LAST REVISED:04/20/21REDUNDANT SEDIMENT CONTROL OPTION 1GD43GROUND SLOPESEE DETAIL/SWPPP FOR BIOROLL & SILT FENCE INFORMATIONNOTES:1.SEE PLAN FOR DISTURBANCE LIMITS AND LOCATIONS OF SECONDARY CONTROLS.2.TO BE UTILIZED WHEN DISTURBANCE WILL BE WITHIN 50' OF WETLAND/STREAM/DITCH DELINEATIONS.3.SEDIMENT CONTROLS TO BE AT EDGE OF DISTURBANCE, KEEPING AS MUCH BUFFER AS POSSIBLE BETWEEN DISTURBANCE AND WETLAND/STREAM/DITCHGROUND DISTURBANCE:ROAD, PARKING LOT,UTILITIES, ETC.WETLAND/STREAM/DITCHSILT FENCEBIOROLLPROFILE VIEW5'12"MIN.LAST REVISED:08/15/17SILT FENCEGD02RUNOFFPONDING HEIGHTFLOWFLOW PONDING HEIGHTRUNOFFNOTES:1.INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY.2.REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.3.SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.TRENCH WITH NATIVE BACKFILLALTERNATIVE DETAILEXTRA STRENGTH FILTER FABRICTYPE II - ADD WIRE MESH BACKING TYPE III - ADD WIRE MESH AND HAY BALESSTEEL ORWOOD POST36" HIGH MAX.STEEL ORWOOD POSTFILTER FABRIC,ATTACH SECURELYTO UPSTREAMSIDE OF POST4"x6" TRENCHWITH COMPACTEDBACKFILLGRAVEL8"12"MIN.9" MAX.RECOMMENDEDSTORAGE HEIGHT 10'-0" MAX. SPACING WITHWIRE SUPPORT FENCE.6'-0" MAX. SPACINGWITHOUT WIRE SUPPORTFENCESTANDARD DETAILTRENCH WITH GRAVELLAST REVISED:08/15/17CONSTRUCTION ENTRANCEGD05NOTES:1.FILTER FABRIC SHALL BE PLACED UNDER ROCK/WOOD CHIPS TO STOP MUD MIGRATION THROUGH ROCK/WOOD CHIPS.2.WOODCHIPS USED FOR CONSTRUCTION ENTRANCES MUST BE 80% NOT LESS THAN 2-INCHES AND NOT MORE THAN 5-INCHES. NO CHIPPED-UP MANUFACTURED WOOD AND/OR CHEMICALLY TREATED IS ALLOWED.3.ENTRANCES MUST BE MAINTAINED REGULARLY TO PREVENT SEDIMENTATION ON PUBLIC ROADWAYS. FUGITIVE ROCK OR WOODCHIPS WILL BE REMOVED FROM ADJACENT ROADWAYS DAILY OR MORE FREQUENTLY AS NECESSARY.4.LENGTH AND WIDTH TO BE ADJUSTED FOR SITE CONDITIONS.HARD SURFACEPUBLIC ROAD1"-2" WASHED ROCKOR WOODCHIPS PERSPECIFICATIONS18" MINIMUM CUT OFF TOMINIMIZE RUNOFF FROM SITEROCK=12" MIN.WOODCHIPS=18" MIN.20' MIN.WIDTH 50' MIN.LAST REVISED:08/15/17GD092MAXIMUM1SLOPENOTES:1.GROOVES WILL CATCH SEED, FERTILIZER, MULCH, RAINFALL AND DECREASE RUNOFF RATE.2.USE SLOPE TRACKING FOR SLOPES 4:1 AND 50 FEET LONG OR STEEPER/LONGER.3.USE TEMPORARY CONTOUR FURROWS FOR SLOPES 3:1 AND 75 FEET LONG OR STEEPER/LONGER.25'6" MIN.TEMPORARY CONTOUR FURROWSSURFACE ROUGHENING FOR ALLSLOPES GREATER THAN 4:1SLOPE TRACKING42"NOTES:1.PRUNING WILL BE DONE BY PROFESSIONALS DURING APPROPRIATE PRUNING SEASON.2.NO STORAGE OF MATERIALS, OPERATION OF MACHINERY, OR DEVELOPMENT OF ANY SORT WILL OCCUR WITHIN THE FENCE-LINE WITHOUT APPROVAL IN WRITING FROM THE CITY.3.SITE GRADING TO BE DONE ONLY AFTER PROTECTIVE MEASURES HAVE BEEN TAKEN, CITY HAS APPROVED FENCING LOCATIONS, AND ALL CONTRACTORS HAVE BEEN BRIEFED ON TREE PRESERVATION TECHNIQUES.LAST REVISED:08/15/17TREE PROTECTIONGD36DRIPLINEORANGE CONSTRUCTION FENCESTAKED EVERY 6'"T" POST OR EQUAL6' METAL FENCE POST.STAKE EVERY 6' MAX.ORANGE MESH CONSTRUCTION FENCELOCATION AS SHOWN ON PLAN. MAINTAINMAXIMUM DISTANCE FROM TRUNK POSSIBLE.6' MAXPLANELEVATIONLAST REVISED:04/20/21REDUNDANT SEDIMENT CONTROL OPTION 2GD44SEE DETAIL/SWPPP FOR TOP SOIL BERM & SILT FENCE INFORMATIONGROUND SLOPENOTES:1.SEE PLAN FOR DISTURBANCE LIMITS AND LOCATIONS OF SECONDARY CONTROLS.2.TO BE UTILIZED WHEN DISTURBANCE WILL BE WITHIN 50' OF WETLAND/STREAM/DITCH DELINEATIONS.3.SEDIMENT CONTROLS TO BE AT EDGE OF DISTURBANCE, KEEPING AS MUCH BUFFER AS POSSIBLE BETWEEN DISTURBANCE AND WETLAND/STREAM/DITCH3' MIN.1' MIN.GROUND DISTURBANCE:ROAD, PARKING LOT,UTILITIES, ETC.WETLAND/STREAM/DITCHSILT FENCETOP SOIL BERMPROFILE VIEW5'75 SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326SWPPP01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGSWPPP NARRATIVE WAYZATA COUNTRY CLUB REGRADINGC400 4301902/27/2024 GRETCHEN A. SCHROEDER AKW GAS AKW 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUBPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com#### ### or ### 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.00SWPPP NARRATIVETHE SWPPP IS PREPARED IN ACCORDANCE WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) REGULATIONS AS ESTABLISHED BYTHE CLEAN WATER ACT. THE MINNESOTA POLLUTION CONTROL AGENCY'S CONSTRUCTION GENERAL PERMIT MN R100001 (CSGP) (EXPIRATION DATE:JULY 31, 2028) PROVIDES A FRAME WORK OF REQUIREMENTS FOR COMPLIANCE TO DISCHARGE STORMWATER FROM A CONSTRUCTION SITE.THE SWPPP IS FOR IMPLEMENTATION BY THE OWNER AND OPERATOR, AS LISTED BELOW, AT WAYZATA COUNTRY CLUB REGRADING. THIS REPORT SHALLBE ON THE SITE AT ALL TIMES DURING CONSTRUCTION. THE OWNER MUST ALSO KEEP THIS SWPPP ON FILE FOR THREE YEARS AFTER SUBMITTAL OF THENOTICE OF TERMINATION. THE FOLLOWING ARE OUTLINED IN THIS SWPPP:- CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION PRIOR TO AND DURING CONSTRUCTION- CONTROL MEASURES FOR STORM WATER POLLUTION PREVENTION AFTER CONSTRUCTION- SOURCES OF STORMWATER AND NON-STORMWATER POLLUTION- INSPECTION AND MAINTENANCE PROCEDURESTHE GRADING AND EROSION CONTROL PLAN PREPARED FOR WAYZATA COUNTRY CLUB REGRADING SHALL BE CONSIDERED PART OF THE SWPPP.PROJECT LOCATIONTHIS DOCUMENT PRESENTS A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR WAYZATA COUNTRY CLUB REGRADING IN WAYZATA & ORONO,MINNESOTA. THE SITE IS LOCATED NORTH OF US HIGHWAY 12 AND WAYZATA BLVD.PROJECT CONTACT INFORMATIONOWNER/DEVELOPER:CONTRACTOR:JESSE TRCKAWAYZATA COUNTRY CLUB200 WAYZATA BLVD WWAYZATA MN 55391JATRCKA@WAYZATACC.COMIDENTIFY PERSONNEL INVOLVED WITH THE PROJECT AND THEIR RELATED NECESSARY TRAINING COMMENSURATE WITH THEIR TASK PRIOR TOCOMMENCEMENT OF CONSTRUCTION ACTIVITIES.SWPPP DESIGNER:SWPPP INSPECTION:BMP INSTALLER:GRETCHEN SCHROEDERWESTWOOD PROFESSIONAL SERVICES12701 WHITEWATER DR., STE 300MINNETONKA, MN 55343952-937-5150GRETCHEN.SCHROEDER@WESTWOODPS.COMUNIV. OF MINN. DESIGN OF SWPPP05/31/2024OWNER/OPERATOR RESPONSIBILITIESOWNER-DEVELOPMENT OF SWPPP PRIOR TO APPLICATION/NOI SUBMITTAL.-SUBMIT A COMPLETE AND ACCURATE APPLICATION FORM (NOI)-COMPLIANCE WITH ALL TERMS AND CONDITIONS OF CONSTRUCTION GENERAL STORMWATER PERMIT-SWPPP SUBMITTAL FOR 30 DAY REVIEW FOR PROTECT GREATER THAN 50 ACRES & DISCHARGING TO SPECIAL/IMPAIRED WATERS WITHIN 1 MILE OFSITE DISCHARGE.-KEEPING PERMIT COVERAGE UP-TO-DATE (TRANSFER/SUBDIVISION)-SUBMIT NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS AFTER ALL PERMIT TERMINATION CONDITIONS AS LISTED IN SECTION 13 ARE COMPETE-SUBMIT NOTICE OF TERMINATION (NOT) WITHIN 30 DAYS OF MEETING REQUIREMENTS OF FINAL STABILIZATION-IDENTIFY WHO HAS LONG TERM OPERATION AND MAINTENANCE RESPONSIBILITY OF THE PERMANENT STORMWATER SYSTEM.-DEVELOP CHAIN OF RESPONSIBILITY WITH ALL OPERATORS TO ENSURE NPDES COMPLIANCE.-IDENTIFY TRAINED PERSONNEL TO DEVELOP THE SWPPP, INSTALL AND MAINTAIN BEST MANAGEMENT PRACTICES, AND OVERSEE THE SWPPP ANDCONDUCT INSPECTIONSOPERATOR-COMPLETION OF AN ACCURATE NOI WITH THE OWNER-COMPLIANCE WITH CSGP SECTIONS 3, 4, 6-22, 24 AND ANY APPLICABLE REQUIREMENTS FOR CONSTRUCTION ACTIVITY IN SECTION 23 (MINN. R. 7090)-KEEPING THE PERMIT UP-TO-DATE WITH THE OWNER (PARTIAL, WHOLE, CONTRACTOR, BUILDER, ETC)-COMPLETE AND SIGN APPLICATIONS FOR PERMIT TRANSFER AND MODIFICATION AND NOTICE OF TERMINATION WITH OWNER AS NEEDED.PROJECT DESCRIPTIONTHE SITE IS APPROXIMATELY 218.4 ACRES. CONSTRUCTION WILL CONSIST OF, BUT IS NOT LIMITED TO, A NEW AMENITY BUILDING NEAR THE DRIVINGRANGE, UTILITIES, AND REGRADING OF SPECIFIC AREAS OF THE GOLF COURSE.PROJECT AREA = 218.4 ACDISTURBED AREA = 42.9 ACEXISTING IMPERVIOUS AREA = 10.8 ACPROPOSED IMPERVIOUS AREA = 11.8 ACPRE-DEVELOPMENT SITE CONDITIONSTHE EXISTING SITE CONSISTS OF A GOLF COURSE AND COUNTRY CLUB. THERE ARE FIVE WETLANDS THAT ACCEPT DRAINAGE FROM THE GOLF COURSE. "A"TYPE SOILS EXIST IN THE CENTRAL AREA OF THE SITE, "C" TYPE SOILS EXIST AT THE NORTHERN AND WESTERN EDGES OF THE SITE, AND "B TYPE SOILS EXISTIN THE SOUTH AND NORTHERN CENTRAL AREAS OF THE SITE. THE REST OF THE SITE IS DOMINATED BY TYPE "C/D" SOILS.SOIL TYPESEXISTING SOILS ON SITE RANGE FROM ORGANICS AND LEAN CLAYS TO SILTS AND SILTY SANDS. MUCH OF THE SOILS ON SITE ARE MODERATELY ERODIBLE,WITH THE SOUTH CENTRAL AREA (OUTSIDE OF THE PROPOSED GRADING LIMITS) CONTAINING SEVERELY ERODIBLE SOILS.POST-DEVELOPMENT SITE CONDITIONSTHE PROPOSED SITE WILL CONTINUE TO BE A GOLF COURSE AND COUNTRY CLUB. AREAS WILL BE GRADED AND REESTABLISHED SO THAT EXISTINGDRAINAGE PATTERNS ARE MAINTAINED. THE EXISTING PONDS AND WETLANDS ON SITE WILL ACCEPT DRAINAGE FROM REGRADED GOLF COURSE AREAS.THERE WILL BE A 1.0-ACRE INCREASE IN IMPERVIOUS AREA DUE TO RECONSTRUCTED CART PATHS AND A FUTURE AMENITY BUILDING.STORM WATER MANAGEMENT PLANTEMPORARY STORMWATER MANAGEMENT PLAN MAY BE REQUIRED, DEPENDING ON PROJECT PHASING. IF MORE THAN 5 ACRES DRAINING TO ACOMMON POINT ARE DISTURBED AT A TIME, CONTRACTOR TO CONSTRUCT TEMPORARY SEDIMENT BASIN(S) TO TREAT RUNOFF PRIOR TO DISCHARGE TOWETLANDS OR OFF-SITE. CONTRACTOR TO CONTACT ENGINEER TO CONFIRM SIZING AND LOCATION.THE PERMANENT STORM WATER MANAGEMENT PLAN WILL CONSIST OF THE GOLF COURSE DRAINING TO INTERNAL PONDS AND WETLANDS, AS IT DOESIN THE EXISTING CONDITION. ULTIMATELY, THE SITE WILL DRAIN SOUTH TO AN UNNAMED CREEK AND WETLAND, THEN TO PEAVEY LAKE AND LAKEMINNETONKA. THE OWNER IS RESPONSIBLE FOR THE LONG TERM MAINTENANCE AND OPERATION OF THE PERMANENT STORM WATER MANAGEMENTSYSTEM.THE SITE STORM WATER DETENTION FACILITY WILL BE CONSTRUCTED TO MEET OR EXCEED LOCAL, STATE AND FEDERAL REQUIREMENTS.TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BMP'S ALONG WITH THE PROCEDURES TO BE USED TO ESTABLISHED ADDITIONALTEMPORARY BMP'S AS NECESSARY FOR SITE CONDITIONS DURING CONSTRUCTION ARE IDENTIFIED ON THE SITE GRADING AND EROSION CONTROL PLANPREPARED FOR THE DEVELOPMENT OF THIS PROJECT, AND WITHIN THE PROJECT STORM WATER POLLUTION PREVENTION PLAN.POTENTIAL STORM WATER POLLUTANTSPOTENTIAL POLLUTANT SOURCES, INCLUDING CONSTRUCTION AND WASTE MATERIALS THAT ARE USED OR STORED AT THE SITE, ARE DESCRIBED IN THESECTION. BY IMPLEMENTATION OF THESE BMPS, THE POTENTIAL POLLUTANT SOURCES ARE NOT REASONABLY EXPECTED TO AFFECT THE STORM WATERDISCHARGES FROM THE SITE.CONSTRUCTION MATERIALS, CHEMICALS AND WASTE MATERIALS THAT WILL BE USED OR STORED AT THE SITE:CONSTRUCTION SEQUENCETHE INTENDED SEQUENCING OF MAJOR SITE CONSTRUCTION ACTIVITIES IS AS FOLLOWS:1.INSTALL PERIMETER CONTROL DEVICES (SILT FENCE, BIO-LOGS, ETC.) AND INLET PROTECTION TO EXISTING STRUCTURES AS SHOWN ON PLAN.INSTALL TREE PROTECTION FENCE AS SHOWN ON PLAN.2.INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE.3.CLEAR AND GRUB SITE.4.STRIP AND STOCKPILE TOPSOIL.5.ROUGH GRADE OF SITE.6.STABILIZE DENUDED AREAS AND STOCKPILES.7.FINAL GRADE.8.WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED BY EITHER SEED OR SOD AND LANDSCAPING, REMOVE SILT FENCEAND RESEED ANY AREAS DISTURBED BY THE REMOVAL.CONSTRUCTION NOTESIT IS HIGHLY RECOMMENDED THAT THE CONTRACTOR MAINTAIN A STOCKPILE OF EROSION CONTROL DEVICES AND SEDIMENT CONTROL BMP'S ON SITEAT ALL TIMES FOR IMMEDIATE USAGE. IN THE EVENT OF AN ACCIDENTAL SEDIMENT DISCHARGE TO WATERS OF THE STATE, OR ANY DISCHARGE OFHAZARDOUS MATERIAL OF REPORTABLE QUANTITY, CONTACT THE MPCA STATE DUTY OFFICER AT 1-800-422-0798.TIMING OF BMP INSTALLATIONTHE EROSION PREVENTION AND SEDIMENT CONTROL BMP'S SHALL BE INSTALLED TO MINIMIZE EROSION FROM DISTURBED SURFACES AND CAPTURESEDIMENT ON SITE. THE FOLLOWING LIST DEFINES THE TIMING OF EROSION PREVENTION AND SEDIMENT CONTROL MEASURES IN SPECIFIC AREAS.·PRIOR TO START OF CONSTRUCTIONTHE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL BE IMPLEMENTED PRIOR TOCONSTRUCTION:1.INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL AROUND THE PERIMETER OF AREAS TO BE GRADED AND ALL AREAS WHICH ARE NOT TO BEDISTURBED AS SHOWN ON THE GRADING AND EROSION CONTROL PLAN.2.CONSTRUCT GRAVEL CONSTRUCTION ENTRANCES AT FIELD ENTRANCES TO THE SITE AS SHOWN ON THE CONSTRUCTION PLANS.3.INLET PROTECTION IS TO BE INSTALLED AT ALL STORM WATER INLETS WHICH HAVE THE POTENTIAL TO RECEIVE STORM WATER RUNOFF FROM THECONSTRUCTION SITE WITHIN 200 FEET OF LIMITS OF CONSTRUCTION.4.INSTALL SILT FENCE OR OTHER SEDIMENT CONTROL AROUND ALL TEMPORARY INACTIVE STOCKPILES. ALL SILT FENCES FOR STOCKPILES SHALL BEINCIDENTAL TO GRADING CONTRACT IF STOCKPILES ARE PLACED OUTSIDE OF SILT FENCES SHOWN ON THE PLAN.·DURING CONSTRUCTIONTHE FOLLOWING EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ARE SHOWN IN THE PLANS AND SHALL BE IMPLEMENTED DURINGCONSTRUCTION:1.PHASE GRADING WORK TO MINIMIZE THE DURATION THAT ANY DISTURBED SOIL IS EXPOSED.2.ALL DISTURBED AREAS SHALL HAVE TEMPORARY PROTECTION OR PERMANENT COVER OVER EXPOSED SOIL AREAS IF NOT BEING ACTIVELYGRADED AND/OR IF NOT AT FINAL GRADE WITHIN 7 DAYS OF DISTURBANCE ACTIVITY TEMPORARILY OR PERMANENTLY CEASING. TEMPORARYSEED MIX 22-111, APPLIED AT A RATE OF 30.5 LBS/ACRE, SHALL BE USED PRIOR TO WINTER, IF SITE NOT SODDED.3.STRIP AND STOCKPILE TOPSOIL FOR REPLACEMENT OF 6 INCHES OF TOPSOIL OVER TURF AREAS WHEN GRADING IS COMPLETE.4.PLACE A MINIMUM OF 2 TONS/ACRE OF STRAW ON ALL AREAS AFTER REACHING FINAL GRADE WITH TOPSOIL AND ANCHOR STRAW WITH EITHERA STRAIGHT DISK, HYDROMULCH OR POLYMER.5.STABILIZATION OF TEMPORARY OR PERMANENT DRAINAGE DITCHES THAT DRAIN WATER FROM THE CONSTRUCTION SITE MUST BE INITIATEDWITHIN 24 HOURS OF CONNECTING THE DRAINAGE DITCH TO ANY CONVEYANCE SYSTEM THAT DISCHARGES TO SURFACE WATERS. THE FIRST 200LINEAR FEET MUST BE STABILIZED WITHIN 24 HOURS. THE REMAINING DITCH SHALL BE STABILIZED WITHIN 7 DAYS.6.INSTALL SILT FENCE AROUND ALL TEMPORARY INACTIVE STOCKPILES WHICH ARE NOT PLACED WITHIN EXISTING SILT FENCES OR OTHERPERIMETER CONTROLS.7.TEMPORARY OR PERMANENT ENERGY DISSIPATION AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO BUT NO SOONER THAN 7 DAYS BEFOREAPRON IS INSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON LIP ACCORDING TO THE STANDARD DETAIL.8.SUFFICIENT PERSONNEL, EQUIPMENT, AND MATERIALS SHALL BE MOBILIZED WITHIN 24 HOURS OF A WRITTEN ORDER BY THE OWNER OROWNER'S REPRESENTATIVE TO CONDUCT CORRECTIVE WORK AND INSTALL TEMPORARY EROSION CONTROL WORK IN THE CASE OF ANEMERGENCY.9.REMOVE ANY SEDIMENT THAT HAS BEEN TRACKED ONTO PUBLIC STREETS AT THE END OF THE DAY OR WITHIN 24 HOURS OF DETECTION, ORMORE FREQUENT AT DIRECTION OF SITE INSPECTOR.10.COLLECT ALL CONSTRUCTION DEBRIS IN DUMPSTERS AND ROLL-OFF BOXES, EMPTY WHEN DEBRIS REACHES TOP OF DUMPSTER11.INSPECT POLLUTION CONTROL MEASURES AS SPECIFIED WITHIN SECTION 11 OF THE GENERAL PERMIT.·INLET SEDIMENT CONTROL BMP REMOVALIF INLET SEDIMENT CONTROLS (WIMCO TYPE OR EQUAL) BMP'S ARE REMOVED FOR FLOODING / FREEZING CONCERNS UPON REQUEST OF THEMUNICIPALITY, WATERSHED DISTRICT OR OTHER AGENCY, DOCUMENTATION SHALL BE ATTACHED TO THE INSPECTION REPORTS AND THIS SWPPP OR BEAVAILABLE WITHIN 72 HOURS OF REQUEST. DOCUMENTATION SHALL BE A WRITTEN FORM OF CORRESPONDENCE VERIFYING THE NEED FOR REMOVAL.·UPON COMPLETION OF CONSTRUCTION ACTIVITIESPERMIT TERMINATION CONDITIONS ARE ACHIEVED FOR THE PROJECT WHEN PERMANENT EROSION CONTROL BMP'S ARE APPLIED TO THE SITE. THEPERMANENT EROSION CONTROL BMP'S MAY BE A COMBINED OF VEGETATIVE AND NON-VEGETATIVE COVER TYPES. ADDITIONAL REQUIREMENTS TOACHIEVING FINAL STABILIZATION PERMIT TERMINATION CONDITIONS INCLUDE :1.ALL SOIL DISTURBING ACTIVITY IS COMPLETED. ALL DISTURBED AREA WITHOUT PERMANENT IMPERMEABLE SURFACES ARE VEGETATED FOR FINALSTABILIZATION.2.PERMANENT STORMWATER TREATMENT SYSTEM (IF REQUIRED) IS CONSTRUCTED AND ACCUMULATED SEDIMENT HAS BEEN REMOVED FROMCONSTRUCTION ACTIVITY. CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY SEDIMENT BASINS THAT ARE TO BE USED ASPERMANENT WATER QUALITY MANAGEMENT BASINS. THE CLEAN OUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TODESIGN CAPACITY.3.THE VEGETATIVE COVER FOR THE SITE IS AT A DENSITY, WITH UNIFORM PERENNIAL COVER OF 70% OF THE EXPECTED FINAL GROWTH DENSITY.4.ALL TEMPORARY, SYNTHETIC BMP'S HAVE BEEN REMOVED.PERMANENT VEGETATION ESTABLISHMENTPERMANENT TURF SHALL FOLLOW THE RECOMMENDATIONS PER NOTES AND SPECIFICATIONS IN THE GRADING AND/OR LANDSCAPE PLAN. SEED THAT ISTO OCCUR AFTER OCTOBER 20TH SHALL CONFORM TO THE MNDOT SPECIFICATIONS FOR DORMANT SEEDING.SWPPP INSPECTIONS AND MAINTENANCEEROSION AND SEDIMENT CONTROL INSPECTIONSCONSTRUCTION ACTIVITY AND ALL SUPPORT ACTIVITIES MUST BE INSPECTED (USING MPCA CONSTRUCTION STORMWATER INSPECTION CHECKLIST OR ANALTERNATIVE FORM) WITHIN THE PARAMETERS OF THE SCHEDULE BELOW. THE INSPECTOR SHALL BE A PERSON TRAINED AND FAMILIAR WITH THEREQUIREMENTS OF THIS SWPPPP AND THE MPCA MN R100001 PERMIT. ALTERNATES WILL INCLUDE INDIVIDUALS TO BE DESIGNATED BY THE OWNER ANDMAY INCLUDE CONTRACTOR PERSONNEL OR OTHER QUALIFIED INDIVIDUALS AND SHALL BE LISTED IN THE PROJECT CONTACT INFORMATION SECTION OFTHIS PLANINSPECTION SCHEDULE-IF THE SITE IS ACTIVE: INSPECTION NEEDED ONCE EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS OF A RAINFALL GREATER THAT 0.5 INCHES.-INACTIVE AND STABILIZED AREAS: INSPECTION NEEDED ONCE EVERY 30 CALENDAR DAYS.-INACTIVE AREAS WITH FINAL STABILIZATION: INSPECTION NEEDED ONCE EVERY MONTH FOR 12 MONTHS (NOT INCLUDING FROZEN CONDITIONS).-SUBJECT TO WINTER/FROZEN CONDITIONS: NOT APPLICABLE/NOT NEEDED IF NO CONSTRUCTION ACTIVITY IS OCCURRING.SCOPE OF INSPECTION SHALL INCLUDE:1.RECORD DATE AND TIME OF INSPECTION2.NAME OF PERSON(S) CONDUCTING INSPECTION3.FINDINGS OF THE INSPECTION4.LOCATION AND CORRECTIVE ACTIONS NEEDED5.CORRECTIVE ACTIONS TAKEN (DATE.TIME/BY WHOM)6.DATE AND AMOUNT OF RAINFALL (RAINFALL AMOUNTS TO BE TAKEN FROM AN ONSITE RAIN GAUGE)7.OBSERVED DISCHARGES LOCATIONS8.DESCRIBE DISCHARGE (COLOR, ODOR, FLOATING. SETTLED, SOLIDS, FOAM, OIL SHEEN)9.THE SITE INSPECTOR WILL VISUALLY CHECK A DISCHARGE FROM A TEMPORARY OR PERMANENT SEDIMENTATION BASIN TO ENSURE ADEQUATETREATMENT IS OBTAINED AND DISCHARGE WATER WILL NOT CONTRIBUTE EXCESSIVE SEDIMENT OR OTHER NUISANCE CONDITIONS.10.RECORD CHANGES MADE TO THE SWPPP. AMENDMENTS FROM INSPECTIONS NEED TO BE COMPLETED WITHIN 7 DAYS.11.ALL INSPECTIONS SHALL BE DOCUMENTED WITHIN 24 HOURS AFTER COMPLETING THE FIELD INSPECTION AND AVAILABLE IN PAPER ORELECTRONIC FORM ON SITE.MAINTENANCE OF EROSION AND SEDIMENT CONTROL DEVICESTHE OWNER/CONTRACTOR IS RESPONSIBLE FOR THE OPERATION, MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENTBMPS AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THECONTRACTOR MUST INSPECT ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS AND POLLUTION PREVENTION MANAGEMENT MEASURES TOENSURE INTEGRITY AND EFFECTIVENESS DURING ALL ROUTINE AND POST RAINFALL EVENTS. ALL NONFUNCTIONAL BMPS MUST BE REPAIRED, REPLACED,OR SUPPLEMENTED WITH FUNCTIONAL BMPS BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOWACCESS UNLESS ANOTHER TIME FRAME IS SPECIFIED BELOW.THE FOLLOWING GUIDELINES WILL BE USED TO DETERMINE IF THE EROSION AND SEDIMENT CONTROL DEVICES REQUIRE MAINTENANCE, REPAIR, ORREPLACEMENT:1.ALL NON-FUNCTIONAL BMPS - OBSERVED CONDITION; SEDIMENT OVERTOPPING, UNDER WATER, SCOURED ENDS, UNDERMINED, DESTROYED,NON-FUNCTION AS DESIGNED, ETC. - SHALL BE MAINTAINED OR REPLACED BY THE END OF THE NEXT BUSINESS DAY AFTER DISCOVERY ORNOTIFICATION, OR AS SOON AS FIELD CONDITIONS ALLOW.2.PERIMETER SEDIMENT CONTROL (SILT FENCE, FIBER LOGS, BERMS, ETC.) - OBSERVED CONDITION TO BE 1/2 FULL OF SEDIMENT, FLATTENED TO 1/2HEIGHT, DRIVEN OVER, UNDERMINED, SCOURED, MOVED FOR ACCESS, ETC. - SHALL BE MAINTAINED, REPAIRED OR SUPPLEMENTATION OFPERIMETER SEDIMENT CONTROL SHOULD BE DONE BY THE END OF NEXT BUSINESS DAY OR AD FIELD CONDITIONS ALLOW.3.INLET PROTECTION BMPS, CONVEYANCES, SURFACE WATERS - OBSERVED CONDITION; SEDIMENT DEPOSITION, SEDIMENT DELTAS ANACCUMULATION OF SEDIMENT MATERIAL, DEVICES APPEAR PLUGGED WITH SEDIMENT - REMOVAL/CLEAN OUT OF ACCUMULATED SEDIMENT ANDDELTAS TO BE REMOVED WITHIN 7 DAYS, STABILIZE AS NEEDED IF SOILS ARE EXPOSED DURING REMOVAL/CLEAN OUT.4.TEMPORARY SEDIMENT BASINS AND TRAPS/PERMANENT SEDIMENT BASINS - OBSERVED TO HAVE SEDIMENT DEPOSITION AND ACCUMULATIONTO 12 OF THE STORAGE VOLUME - CLEAN OUT, REMOVE ACCUMULATED SEDIMENT MATERIAL WITHIN 7 DAYS OF OBSERVATION, OR AS FIELDCONDITIONS ALLOW ACCESS.5.SITE EXIT LOCATIONS, ROCK EXIT PADS, OTHER ANTI-TRACKING PRACTICES - OBSERVED TO HAVE ACCUMULATED SEDIMENT IN ROCK OR OTHERANTI-TRACKING BMP, TRACKING OF SEDIMENT FROM THE SITE ONTO PAVED SURFACES - TOP DRESS ROCK, MAINTAIN ROCK EXIT OR OTHERANTI-TRACKING CONTROLS, SCRAP PAVED SURFACES, SWEEP PAVED SURFACES WITHIN 1 CALENDAR DAY OF DISCOVERY.6.PAVED SURFACES AND ADJACENT STREETS - OBSERVED TO BE TRACKED WITH SEDIMENT AND SOIL MATERIAL FRO THE SITE HAULING OR ACCESS -SWEEP WITHIN 1 CALENDAR DAY OF DISCOVERY, ADDITIONAL AND/OR MORE FREQUENT SWEEPING MAY BE NEEDED TO MAINTAIN PUBLIC SAFETYOR PREVENT WASHING FROM FORECASTED RAINS.TERMINATION OF COVERAGETHE PROJECT PERMIT MAY BE TERMINATED IN ONE OF THE FOLLOWING SCENARIOS:1.ALL CONSTRUCTION ACTIVITY IS COMPLETE, TEMPORARY SYNTHETIC BMP'S ARE REMOVED, ACCUMULATED SEDIMENT FROM CONSTRUCTION ISREMOVED, AND PERMANENT COVER HAS BEEN ACHIEVED WITH VEGETATIVE AND/OR NON-VEGETATIVE COVER. THE NOTICE OF TERMINATIONFORM FROM THE PCA SHOULD BE COMPLETED WITHIN 30 DAYS OF MEETING THE CONDITIONS ABOVE. UPON MIDNIGHT OF THE POST MARKEDDATE, THE PERMIT COVERAGE IS TERMINATED UNLESS OTHERWISE NOTIFIED BY THE MPCA. OR:2.WITHIN 30 DAYS OF SELLING OR OTHERWISE LEGALLY TRANSFERRING OWNERSHIP OF THE SITE IN IT'S ENTIRETY (INCLUDING STREET SWEEPINGAND STORMWATER INFRASTRUCTURE) FROM THE ORIGINAL OWNER TO ANOTHER PARTY TAKING RESPONSIBILITY OF OWNERSHIP. THETERMINATION IS EFFECTIVE UPON MIDNIGHT OF THE SUBMISSION DATE OF THE NOT. IF A PORTION OF THE SITE IS TRANSFERRED (I.E. OUTLOTS,LOTS/BLOCKS) THAT PORTION OF THE SITE IS TERMINATED FROM THE ORIGINAL PERMIT COVERAGE AT MIDNIGHT OF THE SUBMISSION DATE. OR:3.PERMIT COVERAGE CAN BE TERMINATED IF ALL OF THE FOLLOWING ARE MET:3.a.CONSTRUCTION ACTIVITY HAS CEASED FOR 90 DAYS; AND3.b.AT LEAST 90% OF THE AREA OF THE ORIGINALLY PROPOSED ACTIVITY HAS BEEN COMPLETED AND PERMANENTLY ESTABLISHED WITHVEGETATION OR NON-VEGETATIVE COVER; AND3.c.WHERE CONSTRUCTION ACTIVITY IS NOT COMPLETE, PERMANENT COVER HAS BEEN ESTABLISHED; AND3.d.THE SITE IS COMPLIANT WITH PERMIT SECTIONS 13.3 THROUGH 13.7.4.WHERE THE PROJECT OBTAINED PERMIT COVERAGE BUT NEVER STARTED CONSTRUCTION ACTIVITY DUE TO CANCELLATION OR OTHER REASONS,DOCUMENTATION SHOULD BE SENT TO THE PCA WITH THE NOT FORM AND IS SUBJECT TO PCA APPROVAL.WHEN SUBMITTING FOR NOT, GROUND OR AERIAL PHOTOGRAPHS MUST BE SUBMITTED SHOWING PERMANENT/VEGETATIVE COVER REQUIREMENTSHAVE BEEN MET.SWPPP BMP QUANTITIESSILT FENCE15,000 LFPERMANENT SEED MIX (PER ARCH. SPEC.)TBDSOD20 ACEROSION CONTROL BLANKET100,000 SFROCK CONSTRUCTION ENTRANCE1 EACHSTREET SWEEPING1 EACHPOTENTIAL POLLUTANTLOCATIONCONTROL MEASURE ANTIFREEZEVARIOUSSECONDARY CONTAINMENT / DRIP PANDIESEL FUELVARIOUSSECONDARY CONTAINMENT / DRIP PANFERTILIZERLANDSCAPE CONTRACTORSECONDARY CONTAINMENTGASOLINE IN EQUIPMENT/FUELING AREASECONDARY CONTAINMENT / DRIP PANGLUE/ADHESIVESCONTRACTORSECONDARY CONTAINMENTHYDRAULIC OILS/FLUIDSCONTRACTORSECONDARY CONTAINMENTPAINTSCONTRACTORSECONDARY CONTAINMENTGREASECONTRACTORSECONDARY CONTAINMENT / DRIP PANSANITARY WASTEPORTABLE BATHROOMSSERVICE PROVIDER TO SECURE UNITS FROMTIPPING OVER AND MAINTAINEDSOIL AMENDMENTS VARIOUS SECONDARY CONTAINMENTLANDSCAPING MATERIALSLANDSCAPECONTRACTORCONTRACTOR RESPONSIBLECONCRETETRUCK WASHOUT WASHOUT AREACONCRETE / MORTAR MOBILE MIXERS.C. / WASHOUT AREARECEIVING WATERS WITHIN 1 MILE OF THE PROJECT SITENAMETYPEIMPAIRED (Y/N)SPECIAL (Y/N)DISTANCE/ DIRECTION FROM SITEPEAVEYLAKEYN1 MI SOUTHUNNAMEDWETLANDNN0.8 MI SOUTHUNNAMEDCREEKNN0.6 MI SOUTH*PEAVEY LAKE IS IMPAIRED FOR NUTRIENTS AND CHLORIDE.76 SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN 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 VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326SWPPP01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGSWPPP NOTES WAYZATA COUNTRY CLUB REGRADINGC401 4301902/27/2024 GRETCHEN A. SCHROEDER AKW GAS AKW 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUBPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com#### ### or ### 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.00SWPPP AMENDMENTSTHIS PLAN AND THE ATTACHMENTS MUST BE AMENDED WITHIN 7 DAYS TO INCLUDE ADDITIONAL REQUIREMENTS OR MODIFIED REQUIREMENTS WHICH TAKE PLACEDURING CONSTRUCTION IF ONE OR MORE OF THE FOLLOWING OCCUR:1.THERE IS A CHANGE IS DESIGN CONSTRUCTION, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS THAT SIGNIFICANTLY IMPACTS THE DISCHARGE OFPOLLUTANTS FROM THE SITE TO SURFACE OR GROUNDWATER.2.INSPECTIONS OR INVESTIGATIONS BY THE SITE OWNER, OPERATOR, ENVIRONMENTAL PROTECTION AGENCY, MINNESOTA POLLUTION CONTROL AGENCY OFFICIALSINDICATE THIS PLAN IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS.3.THIS SWPPP IN NOT ACHIEVING THE GENERAL OBJECTIVES OF MINIMIZING POLLUTANTS IN STORMWATER DISCHARGES OR IF THIS PLAN IS NOT CONSISTENT WITH THEMN R1000011 CONSTRUCTION GENERAL PERMIT.4.IF THE MPCA NOTIFIES THE OWNER AND/OR OPERATOR (i.e. PERMITTEES) THAT ADDITIONAL REQUIREMENTS ARE NEEDED, REQUIREMENTS ARE NOT BEING NET FORTMDL OR OTHER WATER QUALITY STANDARDS, OR THAT THE SWPPP DID NOT INCORPORATE THE NECESSARY REQUIREMENTS.5.CHANGES INVOLVING THE USE OF A LESS STRINGENT BMP MUST INCLUDE A JUSTIFICATION DESCRIBING HOW THE REPLACEMENT BMP IS EFFECTIVE FOR THE SITECHARACTERISTICS.THE FOLLOWING TABLE SHOULD BE COMPLETED AS NECESSARY DURING CONSTRUCTION TO DOCUMENT CHANGES AND AMENDMENTS TO THIS DOCUMENT.AMENDMENTS MUST BE MADE BY ONE OF THE FOLLOWING INDIVIDUALS:THOSE PREPARING THIS DOCUMENT; THOSE OVERSEEING THE IMPLEMENTATION OF THE SWPPP;THOSE REVISING THE SWPPP; THOSE PERFORMING INSPECTIONS FOR THE PROJECT; AND/OR OTHER QUALIFIED INDIVIDUAL.PLACE THE AMENDMENT NUMBER NEXT TO ALL APPLICABLE CHANGES, REDLINES, AND INFORMATION IN THE DOCUMENT TO REFERENCE BACK TO THE CHANGESSUMMARIZED BELOW.AMENDMENT NO.VICINITY MAP/IMPAIRED WATERS MAPWEB SOIL SURVEY MAPSOIL MAP UNIT SYMBOL LEGENDDATEREASON, LOCATION, AND BRIEF DESCRIPTION OF CHANGE OR AMENDMENTREQUESTED BYPREPARED BYSWPPP NOTESLISTED BELOW ARE ADDITIONAL BMP'S THAT MAY BE CONSIDERED FOR USE IF THE BMP'S IDENTIFIED IN THE EROSIONCONTROL PLANS PROVE TO BE INSUFFICIENT. PAYMENT FOR THESE BMP'S MAY ONLY BE MADE IF PRIOR APPROVALFROM AN OWNER HAS BEEN GIVEN.1.WORK ADJACENT TO RESIDENTIAL PROPERTIES·INSTALL SILT FENCE FOR PERIMETER BARRIER BETWEEN TOE OF FILL ANDPROJECT BOUNDARY.·INSTALL RUNOFF DIVERSIONS TO TEMPORARY SEDIMENT BASINS IF 10 OR MORE ACRES ARE DRAININGTOWARD THE PROPERTY BOUNDARY.2.IMPORTANT VEGETATION·SAFETY FENCE OR A SIMILAR METHOD OF PROTECTION SHALL BE INSTALLED TO PROTECT IMPORTANTVEGETATION AND PROHIBIT VEHICULAR TRAFFIC.·A SECONDARY SILT FENCE SHALL BE INSTALLED AT FIELD OFFICES, STORED EQUIPMENT (INCLUDING VEHICLEPARKING), CONSTRUCTION MATERIAL LOCATIONS, AND TOPSOIL OR FILL STOCKPILES INSTALLED WITHIN A 25-FOOT MINIMUM BUFFER OUTSIDE THE DRIP LINE OF TREES.3.WORK NEXT TO WETLANDS·PRESERVE A 50' NATURAL BUFFER, OR IF A BUFFER IS INFEASIBLE, PROVIDE REDUNDANT SEDIMENT CONTROLSPRIOR TO DISTURBANCE OF UP-GRADIENT AREAS.·FILL SLOPES ADJACENT TO WETLANDS SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS OF COMPLETION OFWORK. INSTALL EROSION CONTROL BLANKET AS INDICATED ON THE EROSION CONTROL / GRADING PLAN.4.WORK IN WETLANDS·WORKPADS AND PATHS MADE OF WOOD CHIPS, LOG MATS, MUD MATS, OR GEOTEXTILE AND CRUSHED ROCKMAY BE USED.·HEAVY DUTY SILT FENCES WITH HAY BALES MAY BE USED FOR PERIMETER CONTROL TO LIMIT THE SIZE OF THECONSTRUCTION SITE AS INDICATED ON THE GRADING PLANS. IN THE CASE OF OPEN WATER WETLANDS,FLOATING SILT CURTAINS SHALL BE INCORPORATED AS WELL AS INDICATED ON THE GRADING PLANS.·SOIL STOCKPILES SHALL NOT BE PLACED IN EXISTING WETLANDS.·TOPSOIL IMPORTED TO RESTORE WETLANDS SHOULD NOT CONTAIN THE FIRST 12 INCHES OF INPLACE SOIL.TOPSOIL THAT MAY CONTAIN PURPLE LOOSESTRIFE OR OTHER NOXIOUS WEEDS SHOULD NOT BE IMPORTED TOWETLANDS.5.LONG-STEEP CUT/FILL SLOPES·THERE WILL BE NO UNBROKEN SURFACE SLOPE LENGTHS OF GREATER THAN 75 FEET FOR SLOPES WITH A GRADEOF 3:1 OR STEEPER WITHIN 200 FEET OF SURFACE WATERS. ALL EXPOSED AREAS WITH A CONTINUOUS POSITIVESLOPE WITHIN 200 FEET OF A SURFACE WATER WILL HAVE A TEMPORARY OR PERMANENT COVER YEAR ROUND.THE EXPOSED SOILS SHALL BE STABILIZED WITHIN 14 DAYS·PLANNED SLOPES OF 3:1 (H:V) OR STEEPER AND GREATER THAN 75 FT IN LENGTH WILL BE TEMPORARILY ORPERMANENTLY STABILIZED IN INCREMENTS NOT TO EXCEED 75 FT, PRIOR TO CONSTRUCTION OR DISTURBING ANEW INCREMENT.·LONG SLOPES SHOULD BE BROKEN INTO SHORTER LENGTHS BY INSTALLING STRAW BIOROLLS IN INTERLOCKINGHERRINGBONES AS SHOWN ON THE GRADING PLAN. IF TEMPORARY SEEDING AND MULCH CAN NOT BE USEDON SLOPES STEEPER THAN 3:1, THEN THE SLOPE MAY BE COVERED WITH TARPS OR PLASTIC SHEETING.TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIRCONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·THE SOIL SURFACE ON RE-VEGETATED SLOPES WILL BE ROUGHENED USING ANY APPROPRIATE IMPLEMENT THATCAN BE SAFELY OPERATED ON THE SLOPE, SUCH AS BULLDOZERS OR DISKS. THE GROOVES SHALL BE CREATEDPERPENDICULAR TO THE SLOPE TO HELP ESTABLISH VEGETATIVE COVER, REDUCE RUNOFF VELOCITY, INCREASEINFILTRATION, AND PROVIDE FOR SEDIMENT TRAPPING.6.CULVERT INLET/OUTLET PROTECTION·SOD MAY BE PLACED AND ANCHORED AT CULVERT INLETS AS SHOWN ON THE GRADING PLAN, UNLESSVELOCITIES REQUIRE RIPRAP.·AT LEAST ONE 2-FOOT WIDE STRIP OF SOD OR FIBER BLANKET SHALL BE PLACED ALONG THE EDGES OF CULVERTHEADWALLS AND WINGWALLS AS SHOWN ON THE GRADING AND/OR UTILITY PLANS.·RIPRAP AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO BUT NO SOONER THAN 7 DAYS BEFORE APRON ISINSTALLED. RIPRAP SHALL BE INSTALLED UNDER APRON LIP ACCORDING TO THE STANDARD DETAIL.7.STORM SEWER INLET PROTECTION·STORM DRAIN INLETS SHALL BE PROTECTED UNTIL THE DISTURBED AREAS THAT COULD DISCHARGE TO ANINLET HAVE BEEN STABILIZED.·INFRASAFE SEDIMENT CONTROL BARRIERS OR APPROVED EQUAL SHALL BE USED WHEN CASTINGS ARE NOT INPLACE. AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BY THE OWNER.·INFRASAFE DEBRIS COLLECTION DEVICE OR APPROVED EQUIVALENT SHALL BE USED WHEN CASTINGS ARE INPLACE AS INDICATED ON THE UTILITY PLAN AND AS APPROVED BY THE OWNER.·DOCUMENTATION IS NEEDED WITHIN 72 HOURS IF REMOVAL OF PROTECTION BMPS IS NEEDED DUE TO WINTERCONDITIONS OR FLOODING CONCERNS.8.STORM WATER POND OUTLETS·TEMPORARY OR PERMANENT ENERGY DISSIPATION MEASURES SHALL BE IN PLACE AT THE STORM WATER PONDOUTLETS WITHIN 24 HOURS OF DIRECT CONNECTION TO A SURFACE WATER.·RIPRAP AT PIPE APRON OUTLETS WILL BE PLACED PRIOR TO APRON INSTALLATION AND SHALL BE INSTALLEDUNDER THE APRON LIP.·POND EMERGENCY SPILLWAYS SHALL BE LINED BASED ON THE DESIGN DISCHARGE FLOW VELOCITY AND ASINDICATED ON GRADING AND/OR UTILITY PLANS.9.TEMPORARY SEDIMENT BASINS·TEMPORARY SEDIMENT BASINS WILL BE PROVIDED WHERE 5 OR MORE ACRES OF DISTURBED SOIL DRAIN TO ACOMMON LOCATION. THE BASIN SIZE IS BASED ON RUNOFF FROM A 2-YEAR, 24 HOUR STORM, FOR EACH ACREDRAINED TO THE BASIN. AT A MINIMUM, THE BASIN WILL PROVIDE 1800 CUBIC FEET OF STORAGE FOR EACHACRE DRAINED TO THE BASIN.·SEDIMENT BASINS WILL DETAIN WATER LONG ENOUGH TO SETTLE OUT AT LEAST 75 PERCENT OF THE SEDIMENT.THE USE OF FLOCS MAY BE NECESSARY. THE DISCHARGE QUALITY SHALL BE EQUAL TO OR BETTER THAN THERECEIVING WATER. THE TEMPORARY BASIN MAY BE DRAWN DOWN WITH A PUMP TO INCREASE CAPACITY FORTHE NEXT RAIN EVENT. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHODOF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·THE SEDIMENT PONDS WILL BE EXCAVATED TO MAINTAIN THE NECESSARY SEDIMENT CAPACITY ANDCONTAINMENT.·TEMPORARY SEDIMENT FOREBAYS WILL BE CONSTRUCTED TO CAPTURE SEDIMENT BEFORE IT ENTERS THE POND,IF NECESSARY.·THE SEDIMENT PONDS WILL BE MONITORED BY THE CONTRACTOR TO DETERMINE THE SEDIMENT LEVEL IN THEPOND.·WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE TEMPORARY BASIN REACHES ½ FULL (50% OF THE STORAGEVOLUME) THE BASIN SHALL BE DRAINED USING PUMPS AND ENERGY DISSIPATION AND SEDIMENT REMOVALSHALL BE COMPLETED WITHIN 72 HOURS OF DISCOVERY OF THE BASIN BEING 1/2 FULL OF SEDIMENT, OR ASSOON AS FIELD CONDITIONS ALLOW ACCESS. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TOCONTRACTORS METHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THEGRADING CONTRACT.·TEMPORARY SEDIMENT BASINS WILL HAVE A STABILIZED EMERGENCY OVERFLOW AND CONTAIN ENERGYDISSIPATION AT BASIN OUTLET.10.DEEP UTILITIES: WATER AND SANITARY/GAS LINE·SILT FENCE OR A SIMILAR TYPE OF PERIMETER CONTROL SHALL BE PLACED DOWN GRADIENT OF THE EXCAVATEDSOIL IF WORK IS DONE WITHIN 200 FEET OF WETLANDS OR STREAMS.·DISTURBANCE OF CHANNEL BANKS, WETLANDS, AND IMPORTANT VEGETATION AREAS SHALL BE MINIMIZED TOTHE EXTENT POSSIBLE.·THE UTILITY CONSTRUCTION SITE SHALL BE SEEDED WITH A TEMPORARY·SEED MIX AND MULCH AFTER INSTALLATION IF THE SITE WILL BE IDLE FOR 7, 14, OR 21 DAYS DEPENDING UPONSLOPES OF STEEPER THAN 3:1, 3:1 TO 10:1 AND FLATTER THAN 10:1 RESPECTIVELY.11.STOCKPILES (TEMPORARY AND PERMANENT)·LOCATE STOCKPILES A MINIMUM OF 100 FEET FROM CATCH BASIN INLETS, PONDS, AND SITE DRAINAGE ROUTES·PERIMETER CONTROLS SUCH AS SILT FENCE SHALL BE INSTALLED AROUND ALL STOCKPILES PRIOR TO INITIATIONOF STOCKPILING IF NOT PLACED WITHIN EXISTING SILT FENCES OR OTHER SEDIMENT CONTROL.·TEMPORARY SEED AND MULCH SHALL BE USED TO STABILIZE THE STOCKPILES AND THE STOCKPILES SHALL BESHAPED TO FACILITATE SEEDING AND MINIMIZE EROSION AND SHALL BE SEEDED WITHIN 7 DAYS. TEMPORARYEROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORS METHOD OF SEQUENCING THEIRCONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·IF TEMPORARY SEED AND MULCH CANNOT BE USED, THEN THE STOCKPILES SHALL BE COVERED WITHHYDROMULCH, TARPS OR PLASTIC SHEETING AS APPROVED BY THE OWNER.·IF STOCKPILES MUST BE PLACED WITHIN A CONVEYANCE A TEMPORARY BYPASS SHALL BE INSTALLED (I.E. PVCPIPE) TO ADEQUATELY CONVEY RUNOFF. TEMPORARY BYPASS BMPS SHALL BE INCIDENTAL TO THE CONTRACTUNLESS PREVIOUSLY APPROVED BY THE OWNER / ENGINEER12.CONSTRUCTION DEWATERING·DURING DEWATERING ACTIVITIES, THE SEDIMENT LADEN WATER CANNOT CAUSE NUISANCE CONDITIONS ANDMUST DISCHARGE TO A SEDIMENT CONTROL DESIGNED TO PREVENT DISCHARGE WITH VISUAL TURBIDITY.OPTIONS FOR REDUCING THE TURBIDITY OF THE WATER INCLUDE:·oCONSTRUCT A TEMPORARY SEDIMENT TRAP FOR TURBID WATER DISCHARGE.·oUSE A PORTABLE SEDIMENT TRAP SYSTEM.·o APPLY NATURAL BASED FLOCCULENT TECHNOLOGY SUCH AS CHITOSAN IN SEDIMENT TRAPS OR A·SERIES OF DITCH CHECKS TO CONTAIN SEDIMENT.·oUSE A FILTER BAG SYSTEM·o PUMP TO A TEMPORARY SEDIMENT BASIN.·TO THE EXTENT FEASIBLE, USE WELL-VEGETATED UPLAND AREAS OF THE SITE TO INFILTRATE DEWATERINGWATER BEFORE DISCHARGE.·ENERGY DISSIPATION WILL BE PROVIDED AT ALL DISCHARGE POINTS.·DEWATERING OR BASIN DRAINING ACTIVITIES WILL NOT CAUSE EROSION IN RECEIVING CHANNELS ORADVERSELY IMPACT WETLANDS.·DEWATERING DISCHARGE MUST BE VISUALLY CHECKED. PHOTOGRAPH DISCHARGE AT THE BEGINNING AND ATLEAST EVERY 24 HOURS OF OPERATION. DEWATERING THAT ONLY LASTS FOR A FEW MINUTES, AS OPPOSED TOHOURS, AND DO NOT REACH SURFACE WATERS, DO NOT REQUIRE PHOTOGRAPHS OR DOCUMENTATION.·IF NUISANCE CONDITIONS RESULT (SEDIMENT PLUME IN THE DISCHARGE, DISCHARGE APPEARS CLOUDY OROPAQUE, HAS A VISIBLE CONTRAST, HAS A VISIBLE OIL FILM, HAS AQUATIC HABITAT DEGRADATION),DEWATERING MUST BE CEASED IMMEDIATELY AND CORRECTIVE ACTIONS MUST OCCUR BEFORE DEWATERING ISRESUMED.·ALL EROSION CONTROL OR SEDIMENT TRAPS REQUIRED FOR CONSTRUCTION DEWATERING SHALL BECONSIDERED INCIDENTAL TO THE CONSTRUCTION ACTIVITY REQUIRING DEWATERING.13.CONSTRUCTION ENTRANCES·A TEMPORARY CRUSHED ROCK OR WOOD CHIP PAD SHALL BE LOCATED WHERE VEHICLES LEAVE THECONSTRUCTION SITE.·THE CONSTRUCTION ENTRANCE PAD SHALL BE AT LEAST 50 FEET IN LENGTH.·GEOTEXTILE FABRIC MAY BE PLACED UNDER THE CRUSHED ROCK OR WOOD CHIPS TO PREVENT MIGRATION OFMUD FROM UNDERLYING SOIL INTO THE CONSTRUCTION ENTRANCE MATERIAL.·ROCK PADS SHALL BE CONSTRUCTED OF ROCK 1 TO 3 INCHES IN SIZE AND PLACED IN 6 INCH LAYERS.·CONSTRUCTION ENTRANCES SHALL BE INSPECTED AT LEAST EVERY 7 DAYS AND MAINTAINED AS NEEDED.·TRACKED SEDIMENTS SHALL BE REMOVED FROM PAVED SURFACES AT THE END OF EACH DAY USING PICK-UPTYPE STREET SWEEPER.·IF TRACKING INTO ROADWAY BECOMES PROBLEMATIC THE ENTRANCE PADS SHALL BE LENGTHENED ORANOTHER TECHNIQUE APPLIED. TEMPORARY EROSION CONTROL DEVICES REQUIRED DUE TO CONTRACTORSMETHOD OF SEQUENCING THEIR CONSTRUCTION WORK SHALL BE INCIDENTAL TO THE GRADING CONTRACT.·THE CONSTRUCTION ENTRANCE SHALL BE MONITORED CLOSELY DURING WET CONDITIONS. IF TRACKING INTOADJACENT ROADWAYS OCCURS, THE FREQUENCY OF STREET SWEEPING SHALL BE INCREASED.14.VEHICLE MAINTENANCE·ROUTINE MAINTENANCE OF VEHICLES AND EQUIPMENT SHALL OCCUR IN STAGING AREAS ONLY.·VEHICLE WASHING SHOULD BE AVOIDED. IF WASHING IS NECESSARY, RUNOFF FROM THE WASHING WILL BECONTAINED AND LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTEPROPERLY DISPOSED OF.·ENGINE DEGREASING SHALL BE AVOIDED. IF DEGREASING IS NECESSARY, RUNOFF FROM THE OPERATION WILLBE CONTAINED IN A LINED SEDIMENT TRAP AND PROPERLY DISPOSED OF AT A TREATMENT FACILITY.·ALL REQUIRED SEDIMENT TRAPS AND CONTAINMENT FACILITIES AND PROPER DISPOSAL OF WASHWATER/DEGREASING AT A TREATMENT FACILITY SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT.15.FUELING·ANY FUEL TANK OR TRUCK STORED ON THE PROJECT SITE SHALL BE PROTECTED BY A SECONDARYCONTAINMENT SYSTEM.·FUELING AREAS SHALL NOT BE WASHED OR RINSED WITH WATER SINCE THIS COULD CAUSE FUEL SPILLS TO BEDISCHARGED INTO STORM WATER SYSTEMS.·ABSORBENT MATERIALS SHALL BE AVAILABLE ON SITE FOR USE IN CLEANING UP SMALL SPILLS.·ALL REQUIRED FUEL CONTAINMENT AND CLEAN-UP MATERIALS AND THE PROPER DISPOSAL OF THE MATERIALSSHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT.16.HAZARDOUS MATERIALS·HAZARDOUS MATERIALS SHALL BE PROPERLY STORED TO PREVENT VANDALISM OR UNAUTHORIZED ACCESS.·CONTAINMENT UNITS SHALL BE INSTALLED IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS.·MPCA STORING AND DISPOSAL REQUIREMENTS SHALL BE FOLLOWED FOR ALL HAZARDOUS WASTE.·NO HAZARDOUS MATERIAL SHOULD BE STORED WITHIN 200 FEET OF AN IDENTIFIED CRITICAL AREA.·ABSORBENT MATERIALS SHALL BE AVAILABLE FROM THE CONTRACTOR ON SITE FOR USE IN CLEANING UPSMALL SPILLS.·IF BUILDING MATERIALS, CHEMICALS, OR GENERAL REFUSE IS BEING USED, STORED, DISPOSED OF, OROTHERWISE MANAGED INAPPROPRIATELY, THE CONTRACTOR SHALL CORRECT SUCH DEFECTS WITHIN 24HOURS OF DETECTION OR NOTIFICATION.·ALL REQUIRED CONTAINMENT / STORAGE UNITS / ABSORBENT MATERIAL AND REQUIRED DISPOSAL SHALL BEINCIDENTAL TO THE CONSTRUCTION CONTRACT.17.CHEMICAL CONTAINMENT·GASOLINE, OIL, PAINT, SOLVENTS, AND OTHER CHEMICALS NECESSARY FOR CONSTRUCTION ARE NOT ALLOWEDTO CONTACT THE GROUND SURFACE, BE EXPOSED TO GROUNDWATER OR BE RELEASED TO A SURFACE ORGROUNDWATER EXCEPT IN DE MINIMIS QUANTITIES.·ALL PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINER, WITH ORIGINAL LABELS STILL ATTACHED, UNLESSTHE CONTAINER IS NOT RESEALABLE.·HAZARDOUS MATERIALS SHALL BE RETURNED TO THE HAZARDOUS MATERIAL STORAGE AREA AT THE END OFEACH DAY.·AN EFFORT SHOULD BE MADE TO STORE ONLY ENOUGH PRODUCTS TO DO THE REQUIRED JOB.·THE CONTRACTOR SHALL PROVIDE TANKS OR BARRELS TO COLLECT LIQUID BYPRODUCTS THAT POSE APOLLUTION HAZARD.·THE POLLUTANTS SHALL BE REMOVED FROM THE SITE ON A WEEKLY BASIS AND DISPOSED OF IN ACCORDANCEWITH FEDERAL, STATE AND LOCAL REGULATIONS.·ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY, IN ACCORDANCE WITH THEMANUFACTURE'S RECOMMENDED METHODS.·ALL REQUIRED CONTAINMENT / STORAGE UNITS / ABSORBENT MATERIAL AND REQUIRED DISPOSAL SHALL BEINCIDENTAL TO THE CONSTRUCTION CONTRACT·ALL STORAGE AREAS SHALL BE SECURED TO PREVENT UNAUTHORIZED ACCESS.18.SOLID WASTE·SOLID WASTE SHALL BE STORED IN APPROPRIATE CONTAINERS AND PROPERLY DISPOSED OF ON A REGULARBASIS.·CONTAINERS SHALL BE COVERED TO PREVENT WIND BLOWING THE WASTE AROUND THE SITE.·MPCA DISPOSAL REQUIREMENTS WILL BE FOLLOWED FOR ALL SOLID WASTE.·SOLID WASTE STORAGE CONTAINERS AND PROPER DISPOSAL SHALL BE CONSIDERED INCIDENTAL TO THECONSTRUCTION CONTRACT.19.DUST CONTROL·THE CONTRACTOR SHALL USE A VARIETY OF DUST CONTROL INCLUDING BUT NOT LIMITED TO THE FOLLOWING:A.RAPID STABILIZATION METHODS ON SLOPESB.WATER ON ROADWAYS AND GRADED AREASC.ALTERNATIVES: IN THE FORM OF VEGETABLE POLYMERS, WATER AND CALCIUM CHLORIDE PETROLEUMEMULSION RESINS, OR ACRYLIC COPOLYMERS MAY ALSO BE USED.·ALL REQUIRED DUST CONTROL SHALL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT AS PERSPECIFICATIONS.20.WINTER STABILIZATION·COVER EXPOSED SOILS ON OR AROUND NOV. 15TH AND/OR PRIOR TO TERMINATION OF CONSTRUCTIONACTIVITIES FOR WINTER·ALL EXPOSED SOILS TO BE COVERED WITH 2 TONS TYPE 1 MULCH·ALL EXPOSED SOILS TO BE SEEDED WITH MNDOT SEED MIX 21-112ALL LOW POINTS IN ROADS TO BEADEQUATELY DRAINED IN ACCORDANCE WITH NPDES DEWATERING REQUIREMENTS PART IV. CONSTRUCTIONACTIVITY REQUIREMENTS. SECTION D. DEWATERING AND BASIN DRAINING.·PERIMETER SILT FENCE OR OTHER CONTROLS TO BE INSTALLED 3-5 FEET FROM THE BACK OF THE CURB ANDOUT OF THE PLOWED SNOW AREA.·PERIMETER CONTROLS AROUND PERMANENT STORMWATER BASINS TO BE INSTALLED AND MAINTAINED·INLET CONTROLS TO BE REMOVED ACCORDING TO LEGAL REQUIREMENTS WITH DOCUMENTATION WITHIN 72HOURS FROM LEGAL AUTHORITY.·IF WORK HAS OCCURRED NEAR OR IN STREAMS OR OTHER SURFACE WATERS, THE EXPOSED SOILS SHALL BESTABILIZED TO PROTECT AGAINST FLOODING AND SPRING RUNOFF TO THE 100-YR FLOOD ELEVATION.·ALL TEMPORARY AND PERMANENT STORMWATER BASINS AND SEDIMENT BASINS SHOULD HAVE OUTLETS ANDSTABILIZED EMERGENCY OVERFLOWS INSTALLED AS PER THE GRADING AND/OR UTILITY PLAN AND AT THEAPPROVAL OF THE OWNER.21.NON-STORMWATER DEWATERING·HYDRANT FLUSHING: FLUSHING OF HYDRANTS WILL BE DISCHARGED·THROUGH TEMPORARY PIPES AS NECESSARY, ONTO IMPERVIOUS SURFACES OR TO STABILIZED ARES WITHENERGY DISSIPATION AT THE DISCHARGE POINT. THE DISCHARGE SHOULD BE COLLECTED BY THE STORMWATER BASINS AND STORM SEWER SYSTEM.·POTABLE WATER DISCHARGE: ALL WATER LINES WILL BE FLUSHED USING HOSES AND DISCHARGED ONTO ANIMPERVIOUS SURFACE AND DIRECTED TO THE STORM SEWER INFRASTRUCTURE BY NON-EROSIVE MEANS.77 960965965965 965 965 965970970975975980980960960960965965 96596596 5 970970970970 975975980 98098 5 98599 0 99095 5 955 960960960960960 960 965965 965 965 9 6 5 97097097 0 97 0 975 9759759 7 5 980 980 980 980980 9809809 8 0 985 985 98 5 985985985 99 0 990995 99510 0 0 1000955955955 955955955960960 96 0 96 0960960960 965965965 965 9 7 0 9709709709 7 5 9759759 7 5 9 8 0 98 0 9 8 0 980 9 8 0 980980980 9 8 5 985 985 9 8 598598 5 9 9 0 9909909909959951 0 0 0 1000955 9559 6 0 960 960 960 960960960960960965965965 965965 965 965965965965 965 9 7 0 970 97 0 970 970 970970 975 9759759759 7 5 9 7 597597 5 980980 9809809809 8 09859 8 5990990995 9 9 5 1000 100095595596 0 96 0 960 960960 9659659659659659 6 5 965 96596596 5965970 970 970 975 975 975 980980985985985985990 990 99 5 995 100010 0 0 1005 1005 100 5 10 0 5 955955960960960 960 960960960 9 6 0 9 6 0 9 6 0960960960960965965965970970970975975975980980 985 98599099 0995995 100 010001 0 0 0 100 0 1005 1005 1005 1005 955955 960960960 9 6 0 960960 96596 59659 7 0 97097097097 0 975 975 975 980980985985990990995995 10 0 0 10001000 1000 1005 100 5 955955955955 96096096096 0960 960960960960960 9659659659709 7 0970970 975 975980980985 985990 9909959959 9 59951000 100010001000 955955955 960960960960960960960965965965 9659659709709709759759759759809809859 8 5 985985990990995 995 100010 0 0 1 0 0 0 1000 1 0 0 0 100010 0 5 1005 10051 0 0 5 955 960960960960960960960965965965 965 965 970970970975975980980 9 8 0980985985990990 995 995995995 1000 1000 100510 0 5 10 0 5 1005955 96096 0960 960960965965965 96596596 5 965 96596 5970970975975980980980980980980985985 9 9 099099 0 99599510 0 010001000100010051005 1 0 0 5 1005955 9 6 0 960 9 6 0960960 96 0 960960960965 965 965965965 970 970 970 970 970970970970970 9709759759809 8 0 9809 8 09859859859859859859859859909909959951000 10 0 0 1000 1000 10051005955960 960960965 965 965 965 970 97 0 970970 970970 975 9 7 5980980980980980980980 980980 980985985990990995995995995995 1000 100010001000 960960960965 965965965970 97097097 0970970975975975 975980980980980980 980 98098 0 985 9 8 5985985985985 9859859909909959959959 9 5995995 10001000100010 0 0 960 960960965965965965965 96 5 965 96 5 965970 970970970970 970 9709 7 0 970970975 9 7 5 975975975975975975975975975 9759809 8 0 98 0 980980980980 98098598598598 5 955955955955955 9559559559559559 6 0 960960960 960960 960965 96 5 965 965970970 97097 0 970 970 975975975975 97597598 0 9 8 0 980 980 98 5 9 8 5985985 9 9 0 99 099099099099099599599599510001 0 0 010001000XXXSS SSRETAINING WALL5.2' EAST OFPROPERTY LINEEDGE OF CONCRETE5.6' EAST OFPROPERTY LINEFENCE LINE IS 3.7'SOUTH OF CORNERXONE INCH OPEN PIPEHALF INCH OPEN PIPEHALF INCH OPEN PIPEINSCRIBED CAP 8743HALF INCH OPEN PIPEHALF INCH OPEN PIPEHALF INCH OPEN PIPE1.4' SOUTHEAST OF CORNERR/W SIGNRETAINING WALL10.75' EAST OF PROPERTY LINESOUTH LINE OF SE 1/4 SEC. 36231.49 N00°44'46"E 43.93S89°38'23"EN 3 9 ° 2 9 ' 3 8 " E 3 3 2 . 0 2 N14° 5 0 ' 0 5 " E 5 2 7 . 9 2 104.70S83°19'09"EN00°22'49"E 415.23FENCE LINE IS 2.5'SOUTH OF CORNER5 8 . 9 5 5 8 . 2 9 7 6 . 7 6 5 7 . 8 9 79.98 178.07 116.0 3 97.46 56.38 54.6850.02115.20 115.22 100.01 HALF INCH REBAR84.80 8 0 . 1 3EX MHRE = 975.768" INV = 967.66 (N)8" INV = 967.61 (S)942802812822832852842862872882892792782081481511521491501473837303133363542414057585915515656154153444746514849505254535514629282772762752742732722712672662422642652622632602612592582572562552542532522512502492482472402382392442452462432412352362372342332322302272312152172202142132162122112109392919089188878584959697228226225224223222221229158157159160161162163164165166170167171168172169173212198991201191181171161151141131121111031023747973787775768280817271130541741821221231261251241271281292720720620520320220119919619719519419360616263646665677069108105107110104219218269268270WAYZATAORONOWAYZATAORONOWAYZATAORONOSHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326TP01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGTREE PRESRVATION PLAN WAYZATA COUNTRY CLUB REGRADINGL100 02/27/2024 . . . 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUB 44018 JEFF R. WESTENDORFPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'100'200'300'1" = 100'100' 20' or 10' 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.0078 960 960 96 5 965970 9709 7 0 970970975 9 7 5 975975975980980980980980985985985985 965 965 970 970 970970975975975975 975 975980980985985985985985985990990 96 5 96597097097097097097597597597597597597598098098098 0 980965965965965965965965965970970 97097097097597 5 975975 975 975975975975980980980980 980980 980965965 97 0 970970970975975975975980980980980 980965965970970970970975 975975975980980 980965965970970970970970970975975 975 980965965 970970970970 975975 980980985965965965965970 970970970975 975 975975 980 965965970 975 980965965970970970970970975975 975 975 970970 970970970970970975975 975975 970970975975975975975975975975975975 975 9 7 5980980980980985985 975975975980980980 980980980980980985985990990 975975980980980985985 985985 98598 5990990995995 10001000 9759809809809859859859 8 5 985 985 990990990990 990990 990990995995995995995995 975980985990990990990 990990990995995 995 995 995 99599599510001000100010001000 1000 980980980985990995995995995 99599599510001000 10001000 10001000100010051005 10051005100510 0 510101010 980985990995100010001000 1000 10001005100510051005100510051005 10051005 1010 1015 10 1 5 10151000100010 0 0 100010051005100510101010 101010 1 5 9951000100510051005100510051010 10101 0 1 0 1015727127207251091061081051071101042624232122145144814313313213113613515161718111314137138142141140139SHEET NUMBER:DATE:DATE:LICENSE NO. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA VERTICAL SCALE: HORIZONTAL SCALE: DRAWN: CHECKED: DESIGNED:INITIAL ISSUE: REVISIONS:PREPARED FOR: Phone :hLWeZaWer 'rLYe 6XLWe Fax 0LnneWonNa 01 Toll Free N:\0036326.00\DWG\CIVIL\0036326TP01.DWG WAYZATA & ORONO, MN02/27/2024WAYZATA COUNTRY CLUB REGRADINGTREE PRESERVATION PLAN-NORTH WAYZATA COUNTRY CLUB REGRADINGL101 02/27/2024 . . . 02/20/2024 200 WAYZATA BLVD W WAYZATA MN 55391 WAYZATA COUNTRY CLUB 44018 JEFF R. WESTENDORFPERMIT SET© 2024 Westwood Professional Services, Inc.Common Ground AllianceCall 48 Hours before digging:811 or call811.com0'100'200'300'1" = 100'100' 20' or 10' 02/27/2024 . . . . ORONO COMMENTS . . . .PROJECT NUMBER: 0036326.0079 Date: April 22, 2024 Item: 6 Presenter: Laura Oakden, Community Development Director Section: Consent Agenda Title: 485 Orono Orchard Rd S, Assent to Registration and Row of Way Easement Agreements- Resolution #7474 1.Purpose: To accept the title registration and the two right of way easements from 485 Orono Orchard Rd S abutting the property along Orono Orchard Rd and Fox Street. 2.Background: The owner of the property at 485 Orono Orchard Rd S is in the process of registering the property. Currently there are inconsistencies in the legal description resulting in property lines which do not connect. A review of the title work determined that there were inconsistent right of way easements along Fox Street and Orono Orchard Rd S. In order to fix the property line discrepancy they need approval by the City Council to register the updated legal description. The applicant agrees to grant the necessary right of way easements to the City over the the existing roadways. 3.Analysis: Staff has been working with the City Attorney and determined that registering the updated legal description is minor and will not be in conflict with city regulations. Staff notes it is beneficial to obtain proper easements over the existing roadways. 4.Staff Recommendation: Staff recommends approval of Resolution 7474, to accept the drafted right of way easement on Orono Orchard Rd and Fox Street and to allow registration of the property. AGENDA ITEM COUNCIL ACTION REQUESTED Motion to approve Resolution 7474. Exhibits Ex A. Resolution 7474_Approving_Easements_and_Assent_for_Hamm_Registration.pdf Ex. B. Assent_to_Registration_City_of_Orono_.pdf Ex C. Permanent_Easement_for_Road_Purposes_(Orono_Orchard_Road_South).pdf Ex D. Permanent_Easement_for_Road_Purposes_(Fox_Street).pdf Ex E. Easement Exhibit - Fox Street - Orono MN.pdf Ex F. Easement Exhibit - Orono Orchard Rd So - Orono MN.pdf Ex G. Survey Showing ROW 80 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7474 1 230694v1 A RESOLUTION APPROVING ACCEPTANCE OF AN EASEMENT FOR PUBLIC ROAD PURPOSES (FOX STREET) AND AN EASEMENT FOR PUBLIC ROAD PURPOSES (ORONO ORCHARD ROAD SOUTH) AND APPROVING AN ASSENT TO REGISTRATION OF THE TITLE TO CERTAIN LAND IN THE CITY OF ORONO WHEREAS, the City of Orono (“City”) is a municipal corporation organized and existing under the laws of the State of Minnesota; and WHEREAS, Edward H. Hamm, Jr., as Trustee of the Amendment and Restatement of Trust of Edward H. Hamm dated October 10, 1995 (“Owner”), is the owner of certain real property located at 485 Orono Orchard Road South in the City, which property is legally described as set forth in Exhibit A, attached hereto and incorporated herein (the “Property”); and WHEREAS, the Owner has applied to register the title to the Land, Hennepin County Court File No. 27-ET-CV-22-66; and WHEREAS, because a portion of the Property is bisected by Fox Street and bordered on the east by Orono Orchard Road South, and because the City has recorded documents against the title to the Property (as identified below), the Owner named the City as a defendant in the registration matter; and WHEREAS, during the registration process, the Hennepin County Examiner of Titles identified that no document of record established right of way for the southerly 33 feet for what is improved by the City as Fox Street, as is legally described and depicted on Exhibit B, attached hereto and incorporated herein; and WHEREAS, the Hennepin County Examiner of Titles also identified that no document of record established right of way for the east 33 feet, north of Fox Street, for what is improved by the City as Orono Orchard Road South, as is legally described and depicted on Exhibit C, attached hereto and incorporated herein; and WHEREAS, to resolve these discrepancies, and in light of the long use of these areas by the City for public street purposes, the Owner offered to grant permanent easements to the City in these locations for public street purposes; and WHEREAS, the easements granted by the Owner will be recorded against the Property by the Owner as part of the registration of the Property; and WHEREAS, the Hennepin County Examiner of Titles further identified that sections of fence have been erected on the Property, extending north to south along Orono Orchard Road South, and lies within and encroaches upon the easement area that is legally described and depicted on Exhibit C; and 81 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7474 2 230694v1 WHEREAS, the sections of fence do not interfere with safe passage of vehicles or pedestrians on Orono Orchard Road South, and the City is willing to allow the encroachment to remain within the easement areas as provided herein; and WHEREAS, the other City documents recorded against the title to the Property are the following (collectively, the “City Approvals”): A. Declaration of Subdivision Covenants, dated July 9, 1999, recorded April 14, 2000 (Doc. No. A7285795); B. Conditional Use Permit, granted by Resolution dated July 28, 2003, recorded February 5, 2004 (Doc. No. A8287776); C. Variance, granted by Resolution dated April 14, 2003, recorded April 7, 2004 (Doc. No. A8327496); D. Conditional Use Permit, granted by Resolution dated May 12, 2003, recorded April 7, 2004 (Doc. No. A8327497); and E. Sewer Connection, granted by Resolution dated May 12, 2003, recorded April 7, 2004 (Doc. No. A8327498) WHEREAS, the Owner has requested that the City assent to the Owner’s registration of the Property, subject to the City Approvals, which will remain in full force and effect; and NOW, THEREFORE, BE IT RESOLVED, by the Orono City Council and the City of Orono that, based on the foregoing: 1) The Easement for Public Street Purposes (Orono Orchard Road South) is accepted; and 2) The Easement for Public Street Purposes (Fox Street) is accepted; and 3) The City assents to the encroachment of the fences within the easement area legally described and depicted on Exhibit C, and pursuant to the terms set forth in the Easement for Public Street Purposes (Orono Orchard Road South); and 4) The City assents to the Owner’s registration of the Property; and 5) The Mayor and City Manager are authorized to execute the Assent Registration of Land as requested by the Owner. 82 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7474 3 230694v1 ADOPTED by the Orono City Council on this 22nd day of April, 2024. ATTEST: CITY OF ORONO: _______________________________ ________________________________ Anna Carlson, City Clerk Dennis Walsh, Mayor 83 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7474 4 230694v1 EXHIBIT A TO RESOLUTION NO. Legal Description of the Property Being Registered by Owner 84 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7474 5 230694v1 EXHIBIT B TO RESOLUTION NO. Legal Description and Depiction of the Permanent Easement for Public Street (Fox Street) The portion of the north 33.00 feet of Government Lot 4, Section 2, Township 117, Range 23, Hennepin County, Minnesota, lying within the herein described Parcel A. (Contains 12,145 Sq. Ft. or 0.279 Acres) PARCEL A That part of Government Lot 4 and the Southwest Quarter of Section 2, Township 117 North, Range 23 West of the Fifth Principal Meridian, 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, a 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 Lot 4; thence northerly 100.00 feet along a tangential 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. 85 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7474 6 230694v1 86 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7474 7 230694v1 EXHIBIT C TO RESOLUTION NO. Legal Description and Depiction of the Permanent Easement for Public Street Purposes (Orono Orchard Road South) The east 33.00 feet the East Half of the Northwest Quarter of the Southwest Quarter of Section 2, Township 117, Range 23, Hennepin County, Minnesota. (Contains 57,941 Sq. Ft. or 1.33 Acres) AND That part of the east 33.00 feet of the herein described Parcel A lying south of the north 33.00 feet of Government Lot 4, Section 2, Township 117, Range 23, Hennepin County, Minnesota. (Contains 13,112 Sq. Ft. OR 0.301 Acres) PARCEL A That part of Government Lot 4 and the Southwest Quarter of Section 2, Township 117 North, Range 23 West of the Fifth Principal Meridian, 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, a 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 Lot 4; thence northerly 100.00 feet along a tangential 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. 87 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7474 8 230694v1 88 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7474 9 230694v1 89 77135777v1 27-ET-CV-22-66 STATE OF MINNESOTA DISTRICT COURT COUNTY OF HENNEPIN FOURTH JUDICIAL DISTRICT In the Matter of the Application of Edward H. Hamm, Jr. as Trustee of the Amendment and Restatement of Trust of Edward H. Hamm dated October 10, 1995, ASSENT TO REGISTRATION OF LAND to Register the Title to Certain Land. ____________________________________________________________________________________ City of Orono, a Minnesota municipal corporation, hereby assents to the registration of the property legally described below, as prayed for by the Applicant. 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, a 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 Lot 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 an assumed bearing of South 00 degrees 17 minutes 01 second 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 corner of said West One-Half, said point 90 77135777v1 2 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 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 1, 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. City of Orono, a Minnesota municipal corporation By: ___________________________________ Dennis Walsh, Mayor By: ___________________________________ Adam Edwards, City Administrator State of Minnesota, County of Hennepin The foregoing Assent was acknowledged before me on ________________________________________, (date) by Dennis Walsh and Adam Edwards, the Mayor and City Administrator, respectively, of the City of Orono, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. (stamp) ______________________________________ Notary Public My Commission Expires: ________________ Drafted by: Taft Stettinius & Hollister LLP (TLB) 2200 IDS Center 80 S 8th Street Minneapolis, MN 55402 taftlaw.com 91 1 230273v2 (reserved for recording information) GRANT OF PERMANENT EASEMENT FOR PUBLIC ROAD PURPOSES EDWARD H. HAMM, JR., as Trustee of the Amendment and Restatement of Trust of Edward H. Hamm dated October 10, 1995 (“Grantor”), is the owner of the real property which is located in the County of Hennepin, State of Minnesota, legally described as set forth on Exhibit A, and depicted on Exhibit B (the “Grantor Property”). In consideration of One Dollar ($1.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, Grantor does hereby grant unto the CITY OF ORONO, a Minnesota municipal corporation (“City”) as Grantee, its successors and assigns, forever, a permanent easement for public road purposes (the “Easement”) over, across, on, under, and through the portion of the Grantor Property legally described as set forth on Exhibit C and depicted on Exhibit D (the “Easement Area”). INCLUDING the rights of the City, its contractors, agents, servants, and assigns, to enter upon the Easement Area at all reasonable times to construct, reconstruct, inspect, repair, and maintain the public road, together with the right to grade, level, fill, drain, pave and excavate the Easement Area, and the further right to remove from the Easement Area trees, bushes, 92 2 230273v2 undergrowth, and other obstructions interfering with the location, construction, and maintenance of said public road. To the extent that a five-foot wire fence (the “North Fence”) along the easterly boundary of the Grantor Property north of Fox Street may encroach on the Easement Area, as additional consideration the Easement, the City consents to the continued encroachment so long as Grantor maintains the North Fence. Upon removal of the North Fence, the City’s consent to any encroachment shall terminate. To the extent that a six-foot wire fence (the “South Fence”) along the easterly boundary of the Grantor Property south of Fox Street may encroach on the Easement Area, as additional consideration the Easement, the City consents to the continued encroachment so long as Grantor maintains the South Fence. Upon removal of the South Fence, the City’s consent to any encroachment shall terminate. The Exhibits attached to this Grant of Easement are true and correct, and are incorporated into and made part of this Grant of Easement. [Remainder of page left blank intentionally. Signature page follows.] 93 3 230273v2 IN TESTIMONY WHEREOF, Grantor has signed this Grant of Easement on this _______ day of _______________, 2024. GRANTOR: EDWARD H. HAMM, JR., as Trustee of the Amendment and Restatement of Trust of Edward H. Hamm dated October 10, 1995 Edward H. Hamm, Jr. Trustee STATE OF MINNESOTA ) ) ss. COUNTY OF ____________ ) The foregoing instrument was acknowledged before me this _______ day of _____________, 2024, by Edward H. Hamm, Jr., as Trustee of the Amendment and Restatement of Trust of Edward H. Hamm dated October 10, 1995, Grantor. ___________________________________ Notary Public 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/AKLS 94 4 230273v2 Exhibit A Legal Description of the Easement Property 95 5 230273v2 Exhibit B Depiction of the Easement Property 96 6 230273v2 Exhibit C Legal Description of the Easement Area 97 7 230273v2 Exhibit D Depiction of the Easement Area 98 1 230272v2 (reserved for recording information) GRANT OF PERMANENT EASEMENT FOR PUBLIC ROAD PURPOSES EDWARD H. HAMM, JR., as Trustee of the Amendment and Restatement of Trust of Edward H. Hamm dated October 10, 1995 (“Grantor”), is the owner of the real property which is located in the County of Hennepin, State of Minnesota, legally described as set forth on Exhibit A, and depicted on Exhibit B (the “Grantor Property”). In consideration of One Dollar ($1.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, Grantor does hereby grant unto the CITY OF ORONO, a Minnesota municipal corporation (“City”) as Grantee, its successors and assigns, forever, a permanent easement for public road purposes (the “Easement”) over, across, on, under, and through the portion of the Grantor Property legally described as set forth on Exhibit C and depicted on Exhibit D (the “Easement Area”). INCLUDING the rights of the City, its contractors, agents, servants, and assigns, to enter upon the Easement Area at all reasonable times to construct, reconstruct, inspect, repair, and maintain the public road, together with the right to grade, level, fill, drain, pave and excavate the Easement Area, and the further right to remove from the Easement Area trees, bushes, 99 2 230272v2 undergrowth, and other obstructions interfering with the location, construction, and maintenance of said public road. The Exhibits attached to this Grant of Easement are true and correct, and are incorporated into and made part of this Grant of Easement. [Remainder of page left blank intentionally. Signature page follows.] 100 3 230272v2 IN TESTIMONY WHEREOF, Grantor has signed this Grant of Easement on this _______ day of _______________, 2024. GRANTOR: EDWARD H. HAMM, JR., as Trustee of the Amendment and Restatement of Trust of Edward H. Hamm dated October 10, 1995 Edward H. Hamm, Jr. Trustee STATE OF MINNESOTA ) ) ss. COUNTY OF ____________ ) The foregoing instrument was acknowledged before me this _______ day of _____________, 2024, by Edward H. Hamm, Jr., as Trustee of the Amendment and Restatement of Trust of Edward H. Hamm dated October 10, 1995, Grantor. ___________________________________ Notary Public 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/AKLS 101 4 230272v2 Exhibit A Legal Description of the Grantor Property 102 5 230272v2 Exhibit B Depiction of the Grantor Property 103 6 230272v2 Exhibit C Legal Description of the Easement Area 104 7 230272v2 Exhibit D Depiction of the Easement Area 105 The portion of the north 33.00 feet of Government Lot 4, Section 2, Township 117, Range 23, Hennepin County, Minnesota, lying within the herein described Parcel A. (Contains 12,145 Sq. Ft. or 0.279 Acres) PARCEL A That part of Government Lot 4 and the Southwest Quarter of Section 2, Township 117 North, Range 23 West of the Fifth Principal Meridian, 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, a 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 Lot 4; thence northerly 100.00 feet along a tangential 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. FIELD BOOK:DRAWN BY:JOB NUMBER: FOR: EASEMENT EXHIBIT FOX STREET, ORONO, MN PART OF: GOV'T LOT 4 SEC. 2, TWP. 117, RNG. 23 HENNEPIN COUNTY, MN CITY OF ORONO 0C1.133233 ARK SHEET 1 OF 22638 SHADOW LANE SUITE 200 CHASKA, MN 55318 (952) 448-8838H:\ORNO\0C1133233\CAD\C3D\Fox Road Exhibit\133233_V_PROP_E2.dwg 4/18/2024 2:32 PM©Bolton & Menk, Inc. 2024, All Rights Reserved R SURVEYOR'S CERTIFICATION I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. __________ Date _______________________________ Timothy L. Sorenson License Number 48087 4/18/2024 106 FIELD BOOK:DRAWN BY:JOB NUMBER: FOR: EASEMENT EXHIBIT FOX STREET, ORONO, MN PART OF: GOV'T LOT 4 SEC. 2, TWP. 117, RNG. 23 HENNEPIN COUNTY, MN CITY OF ORONO 0C1.133233 ARK SHEET 2 OF 22638 SHADOW LANE SUITE 200 CHASKA, MN 55318 (952) 448-8838 R SCALE IN FEET 0 200 H:\ORNO\0C1133233\CAD\C3D\Fox Road Exhibit\133233_V_PROP_E2.dwg 4/18/2024 2:32 PM©Bolton & Menk, Inc. 2024, All Rights Reserved R PERPETUAL ROADWAY EASEMENT (12,145 SQ. FT. OR 0.279 ACRES) WEST LINE OF PARCEL A AGREEMENT REGARDING CORRECTION OF EASEMENT OF PRIVATE ROAD AGREEMENT DOC. NO. A10563491 S LINE OF THE E 1/2 OF THE NW 1/4 OF THE SW 1/4 OF SEC. 2 E LINE OF THE E 1/2 OF THE NW 1/4 OF THE SW 1/4 OF SEC. 2 WEST LINE OF EAST 33.00 FEET OF THE E 1/2 OF THE NW 1/4 OF THE SW 1/4 SOUTH LINE OF NORTH 33.00 FEET OF GOV'T LOT 4 N LINE OF THE E 1/2 OF THE NW 1/4 OF THE SW 1/4 OF SEC. 2 N LINE OF GOV'T LOT 4 OF SEC. 233 33FOX ST.ORONO ORCHARD RD. S.33.00 PARCEL A Edward H Hamm Trustee 485 Orono Orchard Rd S PID: 0211723320001 Elisabeth J Dayton 1520 Fox St PID: 0211723320002 Edward H Hamm Trustee 485 Orono Orchard Rd S PID: 0211723320001 David C Weyerhaeuser Rev Tr 1540 Fox St PID: 0211723320003 W P Henneman & A B Henneman 1485 Fox St PID: 0211723330001 E LINE OF GOV'T LOT 4 PARCEL A W LINE OF THE E 1/2 OF THE NW 1/4 OF THE SW 1/4 OF SEC. 2 107 FIELD BOOK:DRAWN BY:JOB NUMBER: FOR: EASEMENT EXHIBIT ORONO ORCHARD ROAD SOUTH, ORONO, MN PART OF: GOV'T LOT 4 & E 1/2 OF NW 1/4 OF SW 1/4 SEC. 2, TWP. 117, RNG. 23 HENNEPIN COUNTY, MN CITY OF ORONO 0C1.133233 ARK SHEET 1 OF 32638 SHADOW LANE SUITE 200 CHASKA, MN 55318 (952) 448-8838H:\ORNO\0C1133233\CAD\C3D\Fox Road Exhibit\133233_V_PROP_E1.dwg 4/18/2024 1:58 PM©Bolton & Menk, Inc. 2024, All Rights Reserved R The portion of the east 33.00 feet the East Half of the Northwest Quarter of the Southwest Quarter of Section 2, Township 117, Range 23, Hennepin County, Minnesota. (Contains 57,941 Sq. Ft. or 1.33 Acres) AND That part of the east 33.00 feet of the herein described Parcel A lying south of the north 33.00 feet of Government Lot 4, Section 2, Township 117, Range 23, Hennepin County, Minnesota. (Contains 13,112 Sq. Ft. OR 0.301 Acres) PARCEL A That part of Government Lot 4 and the Southwest Quarter of Section 2, Township 117 North, Range 23 West of the Fifth Principal Meridian, 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, a 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 Lot 4; thence northerly 100.00 feet along a tangential 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. SURVEYOR'S CERTIFICATION I hereby certify that this survey, plan, or report was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. __________ Date _______________________________ Timothy L. Sorenson License Number 48087 4/18/2024 108 FIELD BOOK:DRAWN BY:JOB NUMBER: FOR: EASEMENT EXHIBIT ORONO ORCHARD ROAD SOUTH, ORONO, MN PART OF: GOV'T LOT 4 & E 1/2 OF NW 1/4 OF SW 1/4 SEC. 2, TWP. 117, RNG. 23 HENNEPIN COUNTY, MN CITY OF ORONO 0C1.133233 ARK SHEET 2 OF 32638 SHADOW LANE SUITE 200 CHASKA, MN 55318 (952) 448-8838 R SCALE IN FEET 0 200 H:\ORNO\0C1133233\CAD\C3D\Fox Road Exhibit\133233_V_PROP_E1.dwg 4/18/2024 2:33 PM©Bolton & Menk, Inc. 2024, All Rights Reserved R AGREEMENT REGARDING CORRECTION OF EASEMENT OF PRIVATE ROAD AGREEMENT DOC. NO. A10563491 S LINE OF THE E 1/2 OF THE NW 1/4 OF THE SW 1/4 OF SEC. 2 E LINE OF THE E 1/2 OF THE NW 1/4 OF THE SW 1/4 OF SEC. 2 NE CORNER OF THE NW 1/4 OF THE SW 1/4 OF SEC. 2 WEST LINE OF EAST 33.00 FEET OF THE E 1/2 OF THE NW 1/4 OF THE SW 1/4 N LINE OF THE E 1/2 OF THE NW 1/4 OF THE SW 1/4 OF SEC. 2 N LINE OF GOV'T LOT 4 OF SEC. 2 33.00 3333FOX ST.ORONO ORCHARD RD. S.SEE SHEET 3 OF 3 33.00 PERPETUAL ROADWAY EASEMENT (42,375 SQ. FT. OR 0.973 ACRES) PERPETUAL ROADWAY EASEMENT (13,112 SQ. FT. OR 0.301 ACRES) 33.00 SOUTH LINE OF THE NORTH 33.00 FEET OF GOV'T LOT 4 33.00 PARCEL A Edward H Hamm Trustee 485 Orono Orchard Rd S PID: 0211723320001 Elisabeth J Dayton 1520 Fox St PID: 0211723320002 Edward H Hamm Trustee 485 Orono Orchard Rd S PID: 0211723320001 David C Weyerhaeuser Rev Tr 1540 Fox St PID: 0211723320003 W P Henneman & A B Henneman 1485 Fox St PID: 0211723330001 PARCEL AW LINE OF THE E 1/2 OF THE NW 1/4 OF THE SW 1/4 OF SEC. 2 109 FIELD BOOK:DRAWN BY:JOB NUMBER: FOR: EASEMENT EXHIBIT ORONO ORCHARD ROAD SOUTH, ORONO, MN PART OF: GOV'T LOT 4 & E 1/2 OF NW 1/4 OF SW 1/4 SEC. 2, TWP. 117, RNG. 23 HENNEPIN COUNTY, MN CITY OF ORONO 0C1.133233 ARK SHEET 3 OF 32638 SHADOW LANE SUITE 200 CHASKA, MN 55318 (952) 448-8838H:\ORNO\0C1133233\CAD\C3D\Fox Road Exhibit\133233_V_PROP_E1.dwg 4/18/2024 2:42 PM©Bolton & Menk, Inc. 2024, All Rights Reserved R AGREEMENT REGARDING CORRECTION OF EASEMENT OF PRIVATE ROAD AGREEMENT DOC. NO. A10563491 S LINE OF THE E 1/2 OF THE NW 1/4 OF THE SW 1/4 OF SEC. 2 E LINE OF THE E 1/2 OF THE NW 1/4 OF THE SW 1/4 OF SEC. 2 N LINE OF GOV'T LOT 4 OF SEC. 2 33.00 3333FOX ST.ORONO ORCHARD RD. S.SEE SHEET 2 OF 3 R SCALE IN FEET 0 200 PERPETUAL ROADWAY EASEMENT (42,375 SQ. FT. OR 0.973 ACRES) SOUTH LINE OF PARCEL A PERPETUAL ROADWAY EASEMENT (13,112 SQ. FT. OR 0.301 ACRES) PARCEL A33SOUTH LINE OF THE NORTH 33.00 FEET OF GOV'T LOT 4 33.00 E LINE OF GOV'T LOT 4 Edward H Hamm Trustee 485 Orono Orchard Rd S PID: 0211723320001 Elisabeth J Dayton 1520 Fox St PID: 0211723320002 W P Henneman & A B Henneman 1485 Fox St PID: 0211723330001 Edward H Hamm Trustee 485 Orono Orchard Rd S PID: 0211723320001 Wayzata Bay LLC 1465 Fox St PID: 0211723330002 PARCEL A 110 111 Date: April 22, 2024 Item: 7 Presenter: Melanie Curtis, Planner Section: Consent Agenda Title: LA24-000008, GreenWood Design Build o/b/o Brenda Iversen, 1850 Lakeside Trail, Variance - Resolution No. 7473 1.Purpose: To adopt Resolution No.7473 allowing a driveway within the 75-foot setback from Dickey's Lake Creek to be 12 feet wide where 8 feet is the maximum driveway width permitted. 2.MN§15.99 Application Deadline: This application was received and considered to be complete on February 19, 2024. The original 60-day review timing was to expire on April 19, 2024. Due to the additional time required for review, the 60-day application review deadline has been extended an additional 60-days and will expire on June 18, 2024. 3.Background: This request was reviewed by the Council at the April 8th meeting. The Draft Minutes can be found here. The Council heard presentations from staff and the applicant regarding the request to permit a 12 foot wide driveway within the 75 foot setback from Dickey's Lake Creek. The property was platted in 2019 as part of Willow Bay Sanctuary. The only access to the property is over Dickey’s Lake Creek, a protected tributary. City Code allows for a driveway with a maximum width of 8 feet within the 75-foot setback from the OHWL of protected waters if there is no other access to the property. The new home is currently under construction; and the project is nearing completion. The property owner requests a variance to allow the driveway to be increased to 12 feet in width creating new encroachments and additional hardcover on both sides of the creek. The applicant’s request to increase the width of the driveway from 8 feet to 12 feet would result in an additional 737 square feet of hardcover within the 75-foot setback from the creek. 4.Planning Commission Vote and Comment: At the April 8th meeting, the Council voted 5 to 0 to direct staff to draft a resolution allowing the driveway improvement to be a maximum of 12 feet in total width within the 75-foot setback on both sides of the creek. 5.Staff Recommendation: Following Council's direction, Staff prepared a resolution for approval. AGENDA ITEM COUNCIL ACTION REQUESTED Council should adopt Resolution No. 7473 allowing the driveway within the 75-foot setback to be increased from 8 feet to a total of 12 feet in width. Exhibits Exhibit A - Resol 7473 112 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7473 1 A RESOLUTION APPROVING VARIANCES FROM MUNICIPAL ZONING CODE SECTIONS 78-1282 &78-1680 FILE NO. LA24-000008 WHEREAS, on February 19, 2024, on behalf of the property owner Brenda Iversen, Doug Cutting with GreenWood Design Build (hereinafter the “Applicant”), applied for variances from the City Code for the property addressed 1850 Lakeside Trail and legally described as: Lot 3, Block 1, Willow Bay Sanctuary, Hennepin County, Minnesota (hereinafter the “Property”); WHEREAS, the Applicant has made an application to the City of Orono for a variance to Orono Municipal Zoning Code Sections 78-1282 and 78-1680 to allow a 12-foot wide driveway within the 75-foot setback from Dickey’s Lake Creek, a protected tributary, where a maximum 8- foot wide driveway is permitted, and WHEREAS, on March 18, 2024, after a 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 18, 2024, the Planning Commission recommended approval of the requested variances by a 3 to 1 vote; and WHEREAS, on April 8, 2024, the City Council reviewed the application and the recommendations of the Planning Commission and City staff and directed the preparation of findings for approval of the variances. NOW, THEREFORE, BE IT RESOLVED that the City Council of Orono, Minnesota hereby approves the requested variance as 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. 113 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7473 2 A2. The Property is located in the LR-1A, One Family Lakeshore Residential Zoning District. A3. The Property contains 3.06 acres in area. A4. The Property is within Tier 2 and hardcover is limited to 30% according to the Stormwater Quality Overlay District. A5. The applicant has applied for the following variances: a. Variance for Hardcover within 75-foot Setback b. Driveway width Variance A6. According to City Code Section 78-1, the definition of hardcover includes driveways without differentiation of the material. A7. In considering this application for variance, the Council has considered the advice and recommendation of the Planning Commission and 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. ANALYSIS: B1. “Variances shall only be permitted when they are in harmony with the general purposes and intent of the ordinance . . . .” The request for safe access to the property is reasonable and the applicant has demonstrated that the minimal 8-foot width permitted by code is not sufficient due in part to the grades of the property. The request is in harmony with the ordinance. B2. “Variances shall only be permitted . . . when the variances are consistent with the comprehensive plan.” The proposed variance to permit a 12-foot wide driveway where 8 feet is permitted due to the topographic challenges within the 75-foot creek setback is consistent with the comprehensive plan. Reasonable access should include consideration for safe access to the home on the property. This request is not inconsistent with the comprehensive plan. 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 114 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7473 3 request to increase the driveway width by 4 feet within the 75-foot creek setback to improve the safety of the driveway is reasonable as minimal access is required. This criterion has been met. a. The plight of the landowner is due to circumstances unique to his property not created by the landowner. The unique configuration of the property and the building site were not created by the landowner. However, the topographic access challenges and difficulty resulting from the narrowness of the allowed 8- foot wide driveway were not a known condition nor were the conditions created by the property owner; and b. The variance, if granted, will not alter the essential character of the locality.” The requested variance will not impact the local character of the neighborhood. 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 a residential driveway is an allowed use and is permitted. 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 unique setbacks resulting from the wetland, wetland buffers, and 150-foot setback of the creek create extreme difficulties that do not apply to the other properties in the same neighborhood. The creek’s impact on the access to the property 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 protected tributary/creek impacting the access to the property is unique to the property. 115 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7473 4 B10. “The granting of the application is necessary for the preservation and enjoyment of a substantial property right of the applicant.” Reasonable access to the property is a substantial property right. 2. “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 variance would be not contrary to the intent of the zoning chapter considering the noted difficulties inherent to the property. Reasonable access is not provided by the 8-foot wide driveway. B11. “The granting of such variance will not merely serve as a convenience to the applicant, but is necessary to alleviate demonstrable difficulty.” The requested variance will not serve as a convenience to the applicant but rather is necessary to alleviate a demonstrable difficulty. CONCLUSIONS, ORDER AND CONDITIONS: Based upon one or more of the above findings, the Orono City Council hereby grants a variance to Orono Municipal Zoning Code Sections 78-1282 and 78-1680 to allow a 12-foot- wide paved driveway within 75 feet of the protected tributary on the Property, subject to the following conditions: C1. Council approval is based on the entire record and above Findings. C2. The approved project shall conform to the survey dated 11/03/2022 and revised on 02/15/2024 submitted by the Applicants and annotated by City staff, attached to this Resolution as Exhibit A. 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 Applicants, 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 (April 22, 2025). 116 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7473 5 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 22nd day of April, 2024. CITY OF ORONO: ________________________________ Dennis Walsh, Mayor ATTEST: _______________________________ Christine Lusian, City Clerk 117 MAX 12 FOOT WIDE DRIVEWAYPROPOSED SURVEYWETLANDResol No. 7473 Exhibit A LA24-000008 118 Date: April 22, 2024 Item: 8 Presenter: Melanie Curtis, Planner Section: Consent Agenda Title: LA24-000004 - Tom Ryan, 2245 Watertown Road, Final Plat - Resolution No. 7466 1.Purpose: To approve the final plat of Cumberland, a two lot plat of the 5 separate PIDs making up 2245 Watertown Road. 2.Background: The City Council granted preliminary plat approval to plat the existing 5 separate PIDs making up the property at 2245 Watertown Road into two buildable lots on November 13, 2023. 3.Staff Recommendation: Staff recommends approval of the draft resolution granting final plat approval according to the conditions of preliminary plat Resolution No. 7425. AGENDA ITEM COUNCIL ACTION REQUESTED Council should adopt Resolution No. 7466. Exhibits Exhibit A - Final Plat Resol. No. 7466 119 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7466 1 A RESOLUTION APPROVING THE PLAT OF CUMBERLAND FILE NO. LA24-000004 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, Thomas J. Ryan (hereinafter the “Developer”) is the owner of the property addressed 2245 Watertown Road which includes the following: PIDs 34-118-23-33-0056, 03-117-23-22-0001, 03-117-23-22-0002, 03-117-23-22-0022, and 03-117-23-22-0021 legally described as: Attached as Exhibit A (hereinafter the “Property”); WHEREAS on October 24, 2022, the Developer applied for Preliminary Plat approval to combine and plat the Property into two buildable lots. WHEREAS, at its regular meeting on November 13, 2023, the Orono City Council granted approval for the Preliminary Plat per the findings and conditions of Resolution No. 7425 by a 4 to 0 vote; and WHEREAS, on January 1, 2024, the Developer applied for final plat approval for the Property; and WHEREAS, the Developer has agreed to comply with all conditions of Resolution No. 7425 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. 7425, the Orono City Council of the City of Orono does hereby approve the plat of CUMBERLAND, Hennepin County, Minnesota (a copy of which is attached as Exhibit B), subject to the following conditions: A1. Development within CUMBERLAND is subject to the Conclusions, Orders, and Conditions enumerated within Preliminary Plat Resolution No. 7425. 120 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7466 2 A2. Dedication on the plat of the perimeter Drainage and Utility Easements as required in Resolution 7425. A3. Dedication on the plat of the Drainage Easements as required in Resolution 7425 shall be granted over all wetlands, creeks, and buffers on the Property. A4. Permits Required. a. Grading and Right-of-Way permits are required before construction of the new driveway serving Lot 2. b. MCWD Erosion Control and Stormwater Management permits, if applicable. A5. Before the commencement of any construction, the construction limits shall be marked with adequate fencing to prevent any construction damage or disturbance of any trees and vegetation outside of the construction limits area. The Developer shall identify trees to be preserved on site, shall mark them on a site plan, and shall take extraordinary measures such as fencing, signage, etc. to ensure they are not disturbed. A6. A title opinion for the Property and certified copies of all recorded easements currently affecting the Property shall be submitted. A7. Payment of Development Fees Required: $500 a. Final Plat Application Fee: $550. b. Park Dedication Fee: $0 c. Stormwater and Drainage Trunk Fee: $0 A8. The approvals granted in this Resolution shall become effective only when all conditions of approval requiring actions by the Developers have been satisfied. A9. 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. A10. The aforesaid plat shall be filed by the City of Orono with Hennepin County on or before August 14, 2024, together with a certified original copy of this resolution and executed copies of the easements and covenants pertinent thereto. 121 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. 7466 3 A11. 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 22nd day of April, 2024. ATTEST: CITY OF ORONO: _______________________________ ________________________________ Christine Lusian, City Clerk Dennis Walsh, Mayor 122 Exhibit A Parcel 1: That part of the Southwest Quarter of Section 34, Township 118, Range 23 described as follows: Commencing at a point on the South line of said Section, 955.35 feet West of the Southeast corner of said Southwest Quarter; thence North 45 3/4 degrees West 425.7 feet to a point in the center line of the Minneapolis and Watertown Road which is distant 1327.7 feet Southwesterly measured along said center line from a point on the East line of said Southwest Quarter which is 759 feet North of the Southeast corner of said Southwest Quarter; thence Southwesterly along the center line of said road, 920.2 feet more or less to the South line of Section 34; thence East along said South line of Section, 1167.4 feet more or less to point of beginning; except that part thereof lying Westerly of the following described line: Beginning at a point on the South line of said Southwest Quarter, 885 feet East of the Southwest corner thereof; thence Northwesterly at an angle of 72 degrees 09 minutes from said line to the centerline of said Minneapolis-Watertown Road and there ending. Parcel 2: That part of the North 1/2 of the Northwest quarter of Section 3, Township 117, Range 23 described as follows: Commencing at a point in the North line of said Section, 913.6 feet East of the Northwest corner of said Section; thence Southeasterly 64 feet more or less to a point on the West line of the East 35 acres of the North 55 acres of the Northwest Quarter of said Section 3 which is 34.9 feet South of the Northwest corner of said East 35 acres of the North 55 acres; thence North along said West line of East 35 acres of North 55 acres 4.9 feet; thence Northeasterly 484.8 feet more or less to the Northeast corner of the West 10 acres of the East 35 acres of the North 55 acres of said Northwest Quarter of Section 3; thence West along the North line of said Section, 536.65 feet more or less to the point of beginning. Parcel 3: All that part of the Northwest Quarter of Section 3, Township 117, Range 23 described as beginning at a point on the North line of said Northwest Quarter distant 885 feet East of the Northwest corner thereof; thence East along said North line 28.6 feet; thence Southeasterly to a point on the West line of the East 35 acres of the North 55 acres of said Northwest Quarter, said point being 34.9 feet South of the Northwest corner of said East 35 acres; thence North along said West line of said East 35 acres a distance of 4.9 feet; thence Northeasterly to the Northeast corner of the West 10 acres of the East 35 acres of the North 55 acres of said Northwest Quarter; thence South along the East line of said West 10 acres a distance of 80 feet; thence West parallel with the North line of said Northwest Quarter to a line drawn through the point of beginning at a Southeasterly angle of 72 degrees 09 minutes from said North line of said Northwest Quarter; thence Northwesterly to the point of beginning. Parcel 4: That part of the following described property: That port of the Southwest quarter of Section 34, Township 118, Range 23 described as follows: Commencing at a point on the South line of said Section, 955.35 feet West of the Southeast corner of said Southwest Quarter; thence North 45 3/4 degrees West 425.7 feet to a point in the center line of the Minneapolis and Watertown Road which is distant 1327.7 feet Southwesterly measured along said center line from a point on the East line of said Southwest Quarter which is 759 feet North of the Southeast corner of said Southwest Quarter; thence Southwesterly along the center line of said road 920.2 feet more or less to the South line of said Section 34; thence East along said South line of Section, 1167.4 feet more or 123 less to point of beginning; lying Easterly of the following described line: Beginning at a point on the South line of said Southwest Quarter 864.6 feet East of the Southwest corner thereof; thence Northwesterly at an angle of 60 degrees to said South line to the centerline of said Minneapolis-Watertown Rood and there ending; and lying Westerly of the following described line; Beginning at a point on the South line of said Southwest Quarter, 885 feet East of the Southwest corner thereof; thence Northwesterly at an angle of 72 degrees 09 minutes from said South line to the centerline of said Minneapolis- Watertown Road and there ending. Parcel 5: That part of Outlot A, The Nursery, embraced within Lot 3, Block 1, Kelley & Kelley Division. Parcel 6: That part of Outlot A, The Nursery, embraced within Lot 2, Block 1, Kelley & Kelley Division. Parcel 7: Outlot B, The Nursery According to Certificate of Title 777617, Hennepin County, Minnesota 124 R.T.DOC.NO. __________SHEET 1 OF 2 SHEETSGRONBERG & ASSOCIATES, INC.ENGINEERS, LAND SURVEYORS, PLANNERSCUMBERLANDKNOW ALL PERSONS BY THESE PRESENTS: That Thomas J. Ryan and Patricia J. Kunz, husband and wife, fee owner of the following described property:Par 1: That part of the Southwest Quarter of Section 34, Township 118, Range 23 described as follows: Commencing at a point on the South line of said Section, 955.35 feet Westof the Southeast corner of said Southwest Quarter; thence North 45 3/4 degrees West 425.7 feet to a point in the center line of the Minneapolis and Watertown Road which isdistant 1327.7 feet Southwesterly measured along said center line from a point on the East line of said Southwest Quarter which is 759 feet North of the Southeast corner of saidSouthwest Quarter; thence Southwesterly along the center line of said road, 920.2 feet more or less to the South line of Section 34; thence East along said South line of Section,1167.4 feet more or less to point of beginning; except that part thereof lying Westerly of the following described line: Beginning at a point on the South line of said SouthwestQuarter, 885 feet East of the Southwest corner thereof; thence Northwesterly at an angle of 72 degrees 09 minutes from said line to the centerline of said Minneapolis-WatertownRoad and there ending.Par 2: That part of the North 1/2 of the Northwest quarter of Section 3, Township 117, Range 23 described as follows: Commencing at a point in the North line of said Section,913.6 feet East of the Northwest corner of said Section; thence Southeasterly 64 feet more or less to a point on the West line of the East 35 acres of the North 55 acres of theNorthwest Quarter of said Section 3 which is 34.9 feet South of the Northwest corner of said East 35 acres of the North 55 acres; thence North along said West line of East 35acres of North 55 acres 4.9 feet; thence Northeasterly 484.8 feet more or less to the Northeast corner of the West 10 acres of the East 35 acres of the North 55 acres of saidNorthwest Quarter of Section 3; thence West along the North line of said Section, 536.65 feet more or less to the point of beginning.Par 3: All that part of the Northwest Quarter of Section 3, Township 117, Range 23 described as beginning at a point on the North line of said Northwest Quarter distant 885 feetEast of the Northwest corner thereof; thence East along said North line 28.6 feet; thence Southeasterly to a point on the West line of the East 35 acres of the North 55 acres ofsaid Northwest Quarter, said point being 34.9 feet South of the Northwest corner of said East 35 acres; thence North along said West line of said East 35 acres a distance of 4.9feet; thence Northeasterly to the Northeast corner of the West 10 acres of the East 35 acres of the North 55 acres of said Northwest Quarter; thence South along the East line ofsaid West 10 acres a distance of 80 feet; thence West parallel with the North line of said Northwest Quarter to a line drawn through the point of beginning at a Southeasterly angleof 72 degrees 09 minutes from said North line of said Northwest Quarter; thence Northwesterly to the point of beginning.Par 4: That part of the following described property: That part of the Southwest quarter of Section 34, Township 118, Range 23 described as follows: Commencing at a point on theSouth line of said Section, 955.35 feet West of the Southeast corner of said Southwest Quarter; thence North 45 3/4 degrees West 425.7 feet to a point in the center line of theMinneapolis and Watertown Road which is distant 1327.7 feet Southwesterly measured along said center line from a point on the East line of said Southwest Quarter which is 759feet North of the Southeast corner of said Southwest Quarter; thence Southwesterly along the center line of said road 920.2 feet more or less to the South line of said Section 34;thence East along said South line of Section, 1167.4 feet more or less to point of beginning; lying Easterly of the following described line: Beginning at a point on the South line ofsaid Southwest Quarter 864.6 feet East of the Southwest corner thereof; thence Northwesterly at an angle of 60 degrees to said South line to the centerline of saidMinneapolis-Watertown Road and there ending; and lying Westerly of the following described line; Beginning at a point on the South line of said Southwest Quarter, 885 feet Eastof the Southwest corner thereof; thence Northwesterly at an angle of 72 degrees 09 minutes from said South line to the centerline of said Minnepolis-Watertown Road and thereending.Par 5: That part of Outlot A, The Nursery, embraced within Lot 3, Block 1 Kelley & Kelley Division.Par 6: That part of Outlot A, The Nursery, embraced within Lot 2, Block 1, Kelley & Kelley Division.Par 7: Outlot B, The NurseryHennepin County, MinnesotaHave caused the same to be surveyed and platted as CUMBERLAND, and do hereby dedicate to the public for public use the drainage and utility easements created by this plat.In witness whereof said Thomas J. Ryan and Patricia J. Kunz, husband and wife, have hereunto set their hands this ______ day of _____________, 20_____._________________________________________Thomas J. Ryan_________________________________________Patricia J. KunzSTATE OF ______________________COUNTY OF __________________________This instrument was acknowledged before me this _______ day of ____________, 20_______, by Thomas J. Ryan and Patricia J. Kunz. ____________________________________ _____________________________ Signature Notary's printed name Notary Public, ________________________ County __________ My commision expires _________________I Mark S. Gronberg do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that thisplat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat havebeen, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificateare shown and labeled on this plat; and all public ways are shown and labeled on this plat.Dated this ______ day of _______________, 20______.__________________________________________________________Mark S. Gronberg, Licensed Land SurveyorMinnesota License Number 12755STATE OF ______________________COUNTY OF _________________________This instrument was acknowledged before me this _______ day of ________________, 20_____ by Mark S. Gronberg. ____________________________________ _____________________________ Signature Notary's printed name Notary Public, ________________________ County __________ My commision expires _________________City Council, City of Orono, MinnesotaThis plat of CUMBERLAND was approved and accepted by the City Council of the City of Orono, Minnesota, at a regular meeting thereof held this _____ day of_______________, 20_____, and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2.City Council, City Of Orono, Minnesota_____________________________________, Mayor _____________________________________, ClerkCOUNTY AUDITOR, Hennepin County, Minnesota I hereby certify that taxes payable in 20______ and prior years have been paid for land described on this plat, dated this _______ day of _____________, 20______.Daniel Rogan, County Auditor By _______________________________________ DeputySURVEY DIVISION, Hennepin County, MinnesotaPursuant to MN. STAT. Sec. 383B.565, (1969), this plat has been approved this _______ day of __________________, 20_____.Chris F. Mavis, County Surveyor By _________________________________________REGISTRAR OF TITLES, Hennepin County, MinnesotaI hereby certify that the within plat of CUMBERLAND was filed in this office this _______ day of __________________, 20_____, at _______ o'clock _______.m.Amber Bougie, County Recorder By ________________________________________ DeputyDRAFTstsaidection,wests-Watertownof said Section,of said Section,rth 55 acres of therth 55 acres of theWest line of East 35West line of East 35North 55 acres of said55 acres of saidorthwest Quarter distant 885 feetter distant 885 feet35 acres of the North 55 acres ofNorth 55 acreof said East 35 acres a distance of 4.9s a distance oarter; thence South along the East line ofg the East line point of beginning at a Southeasterly angleSoutheasterly 3 described as follows: Commencing at a point on theg at a point os West 425.7 feet to a point in the center line of theWest 425.7 feet to a point in the center line of thent on the East line of said Southweston the East line o Quarter which is 759er which is 75920.2 feet more or less to the South line of said Section 34;20.2 feet more or less to the South line of said Section 34;owing described line: Beginning aowing described line: Beginnit a point on the South line ofSouth line ofegrees to said South line to the centerliegrees to said South line to the cene of saida point on the South line of said Southwesta point on the South line of said Sou Quarter, 885 feet East85 feet Eastline to the centerline of said Minnepolis-Wateline to the centerline of said Minnepolis-rtown Road and thereand theren.n.eby dedicate to the public fopublic for public use the drainage and utility easements crer public use the drainage and utility easements created by this platated by this platwife, have hereunto set their hands this ______ day of _____________, 20_____.set their hands this ______ day of _____________, 20_____.e this ___s _______ day of ____________, 20_______, by Thomas J. R____ day of ____________, 20_______, by Thomas J. R___yan and Patricia J. Kunz.yan and Patricia J. Kunz.______________ ________________________________ _________ Notary's pri Notary's printed namen______________ County __________ _ County ____________________I Mark S. Gronberg do hereby certify that this plat was prepared by me or under my dI Mark S. Gronberg do hereby certify that this plat was prepared by me or under my dplat is a correct representation of the boundary suplat is a correct representation of the boundrvey; that all mathematical data abeen, or will be correctly set within one year; thabeen, or will be correctly set within one yt all water boundaries and wet lare shown and labeled on this plat; and all public e shown and labeled on this plat; anways are shown and labeleDated this ______ day of _______________, 20______.this ______ day of _______________________________________________________________________Mark S. Gronberg, Licensed Land Surveyoronberg, LicensedMinnesota License Number 12755icense Number 1STATE OF ____________________________________COUNTY OF _________________________F _________________This instrument was acknowledged before me this __ument was acknowledged b ___________________________ ______________________ Signature Signature Notary Public, _____________ Notary Public, ____________ My commision expires _____ My commision expires _____City Council, City of Orono, MinnesoCity Council, City of Orono, MinnesoThis plat of CUMBERLAND waThis plat of CUMBERLA_______________, 20____________________, 20____City Council, City Of OrCity Council, City Of Or_______________COUNTY AI hereb125 WATERTOWNROAD3 3 6 6INGLEWOODST 12955.3544°28'35" MEAS.45-3/4° DESCRIBEDSW COR OFNW 1/4 OFSEC. 34-118-23SE COR OFNW 1/4 OFSEC. 34-118-23NW COR OFNW 1/4 OFSEC. 3-117-23NE COR OFNW 1/4 OFSEC. 3-117-23SOUTH LINE OFSEC. 34-118-23NORTH LINE OFSEC. 3-117-23(F.K.A.MINNEAPOLIS-WATERTOWNROAD)WEST LINE OF EAST 35ACRES OF NORTH 55 ACRESOF SECTION 3-117-23NW COR OF EAST 35ACRES OF NORTH 55 ACRESOF SECTION 3-117-23759.9CENTERLINEOFMINNEAPOLIS-WATERTOWNROADPERFOUNDMONUMENTATIONEAST LINE OFNW 1/4 OFSEC. 34-118-233 3 3 3 3 3 NE COR OF WEST 10 AC.OF EAST 35 AC. OF NORTH55 AC. OF NW 1/4 OFSEC. 3-117-23WATERTOWNROADR.T.DOC.NO. __________SHEET 2 OF 2 SHEETSGRONBERG & ASSOCIATES, INC.ENGINEERS, LAND SURVEYORS, PLANNERSCUMBERLAND388.7235.59424.38 (D ES C .)N67°57'25"E613.57N 44°56'35" W 424.32 (M EAS .)S89°25'10"E253.83N 00°04'24" E 130.00S89°25'10"E600.03N00°44'58"W160.85BLOCK 1S 3 9 °56 '2 1"E 1 25 .73 S 2 6 °3 6 '5 0 " E 1 63 .8 8 S 3 7 °0 3 '3 0 "E 2 5 4 .2 1 S59°06'00"E69.80N89°38'08"E26.05139.3626.74S82°27'20"E166.10S67°56'22"W385.87N67°56'22"E241.56S 1 9 °2 5 '3 5 "E 124.345 0 .17 3 2 9 .2 3 1 8 .75 6.7040.92D R A IN A G E A N D U T IL IT Y E A S E M E N TS00°33'45"E465.04134.9940080160SCALE IN FEET1 0 1 0 1 0 1 0 55555555555555FOUNDJ.L.M.FOUNDJ.L.M.FOUND1/2INCHOPENPIPEFOUNDHENN.CO.C.I.M.FOUNDHENN.CO.C.I.M.1327.7FOUND1/2INCHOPENPIPE:DenotesSet1/2inchby14inchironpipemarker,markedbyMNLic.No.12755:Denotesfoundironmarker,asnoted:DenotesfoundCIM,asnotedTHEEASTLINEOFTHENW1/4OFSEC.34-118-23ISASSUMEDTOHAVEABEARINGOFS00°33'45"EBeing5feetinwidth,andadjoininglotlines,andbeing15feetinwidth,andadjoiningrightofwaylinesunlessotherwiseindicatedonthisplat.Drainageandutilityeasementsshownthus:551010NOTTOSCALEFTFTFTRAFRAFDRAFAFDRAFDRAFTAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAARARARARARARAFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFAAAAAAAAAAAAAAAAAAAAAAAFAFAFAFAFAFAFAFAFAFAFAFAAAAAAAAAAAAAAAATTTTTTTTTTTTTTTTTT22TTTTTTTTTFFFFFFFFFFFFE OF EAST 35OF NORTH 55 ACRESECTION 3-117-23TTT3 3DRDRDRDR3355..5599RRRRRRRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRRRRRRRRRRRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRRRRRRRRRFFFFFFFFFFFFFFFFFFFFFFFFFFFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAAAAAAAAAAAAAAAAAFTDRDRFTFTFTFTFTFTS89°25'10"EE660000..0033TTTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFAARARARARARARARARRRRRRRRRRRRRRRRRRRRRRRRRRRRRDRDRDRDRFFFFFFFFFFFFFFFFFFFFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAAAAAAAAAAAAAAAAAAABLOCK 1BLOCTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTFTFTFTFTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTFTFTFTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTFTFTFTFTTTTTTRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDARARARAAAAAAAAARARARARARARARARAAAAAASS 33 99 °°5566 ''22 11""EE 11 2255 ..7733 S 3 7 °0 3 'SS5599°°0066''0000""EE6699..8800N89°3388''0088""EE26.0055AAAA2266..774482°27'20"E166.10N6677°°5566''2222""EE224411..5566SS 11 99 °°22 55 ''33 55 ""EE 5 0 .17 3 2 9 .2 3 AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAADD RR AA IN A G E A N D UU TT IILL IITT YY EE A S E M E N T AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAARARARARARARARARARARARARARARARARARARARARARARARARARARARARARARARARARAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAARARARARARARARARARARARARARARARARARARARARARARARARARARARARARARAAAAAAAAAARARARARARARARARARARARARARARARARARARRRRRRRRRRRRRRRRRRRRRRRRRRRRDRDRDRDRDRDRDRTTTTTTTTTTTTTTTTTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFFFFFFFFFFFFFFFFFFFFFFFFFFRRRRRRRRRRRRRRRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRAAAAAAAAAAAAAAAAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAFAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAFAFAFAFAFAFAFAFAFAFAFAAAAAAAAAAAAAAAAAAAAAAAAAAAA446655..0044FTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFTFT1 0 555555DRAFTDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRDRFOUND1/2INCHOPENPIPEFTFTFTFTFTFTFTFTFTFTFTFT11332277..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 Date: April 22, 2024 Item: 9 Presenter: James Van Eyll, Fire Chief Section: Consent Agenda Title: Update for Holiday pay 1.Purpose: The purpose of this action item is to update the Holiday special compensation pay for firefighters. 2.Background: At the April 8th Council meeting the City Council approved holiday pay for Orono Firefighters. There was a error in council action. Holiday pay was listed at Double time when it should have been listed as time and a half. Time and a half is consistent with other City employee compensation for work performed on holidays. 3.Recommended Compensation: Position Rate Condition Holiday Pay for Firefighters Time and a half While on shift or responding to calls for emergencies on a holiday as defined by the City of Orono's Employee Handbook AGENDA ITEM COUNCIL ACTION REQUESTED Motion to approve the special compensation pay as listed in the table. 127 Date: April 22, 2024 Item: 10 Presenter: James Van Eyll, Fire Chief Section: Consent Agenda Title: Updating our membership into the Hennepin County Fire Chiefs Association 1.Purpose: The purpose of this resolution is to update our membership in the Hennepin County Fire Chiefs Association due to their new status as a non-profit. 2.Background: The Hennepin County Fire Chiefs Association (“HCFCA”) is a group of fire departments and other organizations in the fire service industry in Hennepin County that provides cooperation, education, and training regarding fire service and emergency response in the county. While historical documentation is sparse, it appears that HCFCA was formed in the early 1960s, but no records exist suggesting that the group has ever been incorporated or recognized as a formal entity with the Minnesota Secretary of State. In early 2023, HCFCA’s Board of Directors began an effort to formalize the group’s organizational status, including ensuring that it is meeting state and federal tax obligations. The Board engaged an attorney to advise it on organizational matters. The Board discussed the relative merits of organizing as a joint powers entity under Minn. Stat. § 471.59 or a nonprofit corporation, and ultimately decided to move forward as a nonprofit to provide maximum flexibility in its authorized activities and members. In making this decision, the Board looked to the organizational structure of the Minnesota State Fire Chiefs Association, which is also organized as a nonprofit. The Board intends to apply to the IRS for tax-exempt status as a 501(c)(6) business association. 3.Staff Recommendation: I recommend approval of Resolution Number 7470 AGENDA ITEM COUNCIL ACTION REQUESTED Motion to approve Resolution Number 7470 Exhibits 2024 03 15 - Resolution Approving Fire Department Membership in HCFCA.docx 128 RESOLUTION NO. 7470 A RESOLUTION APPROVING MEMBERSHIP IN THE HENNEPIN COUNTY FIRE CHIEFS ASSOCIATION, INC. WHEREAS, the Hennepin County Fire Chiefs Association (“HCFCA”) is an organization of fire departments and others in the fire service industry in Hennepin County whose purpose is to provide a forum to discuss and promote fire safety, to exchange ideas and search for solutions to fire safety and other emergency response problems, to conduct research, to facilitate educational programs, to promote legislation, and to promote the spirit of cooperation between fire departments or other emergency response organizations operating within Hennepin County, Minnesota; and WHEREAS, HCFCA was established as an association in 1961 but was not a formal corporate entity recognized by the Office of the Minnesota Secretary of State; WHEREAS, Orono Fire is currently a member of HCFCA; WHEREAS, HCFCA’s membership and Board of Directors has determined that it is in the best interests of the association to organize as a nonprofit corporation in order to formalize its operations and provide the option of applying for federal tax-exempt status; WHEREAS, on January 8, 2024, the Hennepin County Fire Chiefs Association, Inc., was registered as a nonprofit corporation with the Office of the Minnesota Secretary of State; WHEREAS, Minnesota Statutes Section 471.96 provides authority for cities and counties “to appropriate necessary funds to provide membership of their respective municipal corporations or political subdivisions respectively in county, regional, state, and national associations of a civic, educational, or governmental nature which have as their purpose the betterment and improvement of municipal government operations”; and WHEREAS, Orono Fire Department membership in the HCFCA as a nonprofit organization will benefit Orono and its Fire Department and will provide for the betterment and improvement of Orono’s Fire Department operations surrounding fire safety and emergency response; NOW THEREFORE BE IT RESOLVED by the Orono City Council as follows: 1. Orono Fire Department’s membership in Hennepin County Fire Chiefs Association, Inc. is approved and payment of annual membership dues is authorized. 2. Membership will be through the Fire Department and Orono Fire Department’s Fire Chief is designated as Orono Fire Department’s representative to HCFCA. 129 2 ADOPTED,by the Orono City Council on the 22 nd day of April, 2024. ____________________________________ Orono’s Mayor Dennis Walsh ____________________________________ Orono’s City Clerk Christine Lusian 130 Date: April 22, 2024 Item: 11 Presenter: Adam Edwards, City Administrator / Engineer Section: Consent Agenda Title: Cooperative Agreement with Three Rivers Park District for the Dakota Luce Line Trail Connector Project 1.Purpose: The purpose of the council action is to approve a cooperative agreement for the Dakota Rail to Luce Line Trail Connector project. 2.Background: In 2022 Three Rivers Park District (TRPD) completed their master planning process for future development of a new north-south regional trail through the western portion of Hennepin County. Identified as the Diamond Lake Regional Trail (DLRT), the planning process for this 21-mile long corridor began in January of 2020. The City of Orono participated in that effort culminating in a resolution of support in June of 2022. The master plan identified a future trail improvement from the Dakota trail in Wayzata entering Orono along the east side of Ferndale Road N. from the Hwy 12 Bridge and extending to the to the Luce Line trail intersection. This segment is known as the Dakota Rail - Luce Line Connector. TRPD is requesting the City enter into a cooperative agreement (Exhibit A) for the construction of this trail segment as the future trail will be within the City's Ferndale road right of way. 3.Staff Recommendation: Staff including the city attorney's office have reviewed the cooperative agreement and recommend approval. AGENDA ITEM COUNCIL ACTION REQUESTED Approval of the Dakota Rail - Luce Line Connector Regional Trail Cooperative Agreement withe Three River Park District. Exhibits A. DRLLC Trailway Agreement TRPD-Orono FINAL.pdf 131 April 9, 2024 1 CITY OF ORONO AND THREE RIVERS PARK DISTRICT DAKOTA RAIL - LUCE LINE CONNECTOR REGIONAL TRAIL COOPERATIVE AGREEMENT This agreement (the “Agreement”) is made and entered into this ___ day of ________________ 2024, by and between the Three Rivers Park District, a body corporate and politic and a political subdivision of the State of Minnesota (“Park District”), and the City of Orono, a Minnesota municipal corporation (“City”). WHEREAS, Park District is a political subdivision of the State of Minnesota authorized by statute to acquire, establish, operate, and maintain park facilities and regional trail systems; and WHEREAS, City and Park District support the expansion of the regional trail system within the City, and specifically, the Dakota Rail - Luce Line Connector Regional Trail (“Regional Trail”) corridor; and WHEREAS, Park District in partnership with the City prepared a master plan for the development of the Regional Trail based on the route conceptually approved by the City on October 11, 2021; and WHEREAS, the City has approved a resolution of support for the master plan on June 13, 2022; and WHEREAS, Park District and City desire to cooperate to acquire property rights, design, construct, operate and maintain the Regional Trail within the City, each employing their own powers. NOW THEREFORE, in consideration of the mutual covenants herein, and other good and valuable consideration, the sufficiency of which is hereby acknowledged, City and Park District agree as follows: A. Regional Trail Route and Status. The approved conceptual Regional Trail route is shown on Exhibit A. Both parties agree minor changes in the final Regional Trail route are allowable in order to best capitalize on opportunities to secure land, develop the trail, create a high-quality regional trail corridor, be fiscally responsible, or similar. City Administrator or designee and Park District Superintendent or designee shall have authority to approve minor changes to the Regional Trail corridor route. Substantial changes in the route must be approved by both parties and may require a public engagement process. B. Property Rights. City shall convey to Park District permanent property rights for purposes of establishing a continuous and contiguous Regional Trail corridor along Ferndale Road. Regional Trail corridor shall be a minimum width of 20 feet unless otherwise agreed upon. City may fulfill this responsibility through public trailway easements, fee title, or permanent irrevocable permit or any combination thereof (individually and collectively referred to hereafter as ‘Easement’) provided that a permanent irrevocable permit and license shall only be used in situations where City does not have an interest in real property but does have the legal authority to construct, maintain, and operate sidewalks, trails, and other such public ways 132 April 9, 2024 2 within the permit area. Non-fee title property rights (i.e. easements and permits) conveyance documents shall adhere to typical public trailway easement and permanent irrevocable permit (in the general form attached hereto as Exhibit B) unless otherwise agreed upon by both parties. Park District may at its sole discretion acquire permanent and temporary property rights for purposes of creating a continuous and contiguous Regional Trail corridor from willing sellers. In such cases where Park District acquires permanent property rights, City shall approve via resolution Park District’s acquisition of property rights so long as the acquisition is consistent with the approved route as shown on Exhibit A, or is otherwise acceptable to City. In the event City’s property rights along Ferndale Road which allow for the Regional Trail are lost by vacation, condemnation, revocation of license or permit, or otherwise, City will acquire such additional rights, titles and interests as are needed to provide a continuous and contiguous Regional Trail corridor at City expense. If the City’s loss of such right occurs after construction of the Regional Trail, the City shall reconstruct the Regional Trail, if necessary, at City expense, subject to credit for any compensation Park District may receive for loss of its Regional Trail. In locations where the City meets its Easement responsibilities via an irrevocable permit and license, the City represents that it currently has or will obtain the legal right and authority to construct, maintain, and operate Regional Trail within the permit area. The parties recognize that certain Trail segments and road/railroad crossings may require agreements with third parties such as the Minnesota Department of Transportation (“MnDOT”). The parties to this Agreement shall cooperate to secure necessary permissions to use such crossings and bridges. In the event that necessary permissions cannot be secured, this Agreement may be terminated by either party provided that monies due to either party is first paid. C. Design and Construction. Design and construction of the Regional Trail and associated structures and road crossings shall be in accordance with the Regional Trail Standard Details (Exhibit C) and standards and guidelines adopted by the Park District. The Park District will have final discretion over regional trail and safe crossing design and the interpretation and execution of engineering best practices. i. Design and Construction by Park District. The Park District will coordinate and fund design of Regional Trail and related structures. Park District may, in its sole discretion, contract with consultants to provide professional design services including, but not limited to design development, bidding documents, construction plans and specifications, contract document preparation, construction administration, and project close out. Park District shall submit all Regional Trail plans to City for review and approval, provided however, that approval shall not be unreasonably withheld. Park District shall be responsible for bidding and construction of the Regional Trail and related structures in accordance with approved construction plans and specifications. Construction shall commence following (1) conveyance to Park District of Easements in accordance with Paragraph B – Property Rights of this Agreement, (2) Park District and City approval of plans and specifications for 133 April 9, 2024 3 the Regional Trail, and (3) project funding approval by Park District Board of Commissioners. ii. Design and Construction by City. In the alternative, City may design and construct the Regional Trail and related structures at Park District expense if first approved by Park District. If such a request is approved by the Park District, in its sole discretion, City shall assume all responsibilities associated with design and construction of Regional Trail and related structures, including, but not limited to design development, bidding documents, construction plans and specifications, contract document preparation, construction administration, and project closeout. City may do no work on the Regional Trail or related structures until it has submitted all Regional Trail plans, including substantial changes, to Park District for review and has received approval from Park District. Park District will delegate authority to approve substantial changes to appropriate staff. Approvals shall not be unreasonably withheld. If the City’s request to design and construct the Regional Trail and related structures is approved by the Park District, City shall be responsible for bidding and construction of the Regional Trail and related structures in accordance with the Park District approved construction plans and specifications. Bids shall utilize unit costs where possible unless otherwise agreed to. City shall be responsible for construction administration including but not limited to construction supervision. City shall provide notice to Park District of the commencement of Regional Trail construction. Park District may observe construction and may consult with City regarding construction issues. City shall inform the Park District of final construction and shall schedule inspection by all parties and other appropriate agencies prior to closing the construction contract. Upon correction of any concerns identified in the inspections, City shall notify Park District in writing indicating completion of the project. Upon completion and once determined to be regionally significant as defined in Paragraph H, Park District shall assume Park District operations and maintenance responsibilities under this Agreement. Park District may, at its reasonable discretion, withhold reimbursement for construction costs as provided by this Agreement for construction of the Regional Trail and related structures completed prior to Park District issuance of Notice to Proceed to City. Park District will issue a Notice to Proceed following (1) conveyance to Park District of Easements in accordance with Paragraph B – Property Rights of this Agreement, (2) Park District approval of construction plans, specifications, and costs for Regional Trail and related structures, and (3) project funding approval by the Park District’s Board of Commissioners. Park District shall reimburse City for direct costs of design services incurred by the City to design the Regional Trail and related structures and construction paid or owed to the contractor engaged by City to build the Regional Trail and related structures if first approved by the Park District. The Park District and City will establish maximum reimbursement for design and construction of the Regional Trail and related structures upon City’s request to assume said responsibilities. The balance of regional trail and related structures costs related to design and construction shall be the responsibility of City. Park District will not reimburse City for indirect City costs incurred by City including, but not limited to, staff costs, costs of consultants and advisors, legal 134 April 9, 2024 4 fees, filing fees, permit fees, or any other expense, which do not represent direct approved design or construction costs except as provided herein. In the event the City uses its own forces to design and administer the construction of the Regional Trail and related structures, the City may seek reimbursement for direct and reasonable staff costs if first approved by the Park District. City shall provide all records necessary for audit of costs. Reimbursement shall not be due until 1) City has conveyed required Easement to Park District in accordance with Paragraph B – Property Rights of this Agreement, 2) Park District approves the construction plans and specifications, and 3) regional trail and related structures are constructed in accordance with the Park District approved construction plans and specification. Park District shall reimburse City within thirty (30) days following receipt of verified statement of direct design and construction expenses for all costs authorized by this Paragraph. D. Permits and Assessments. City shall not unreasonably withhold City approvals, City permits, and other official City permissions necessary for the Park District to operate, maintain, reconstruct and construct the Regional Trail. In consideration of the Park District’s performance under this Agreement including its maintenance obligations, City hereby agrees that the Park District shall not be subject to assessment by the City pertaining to improvements made on the lands included in, or adjacent to, the Regional Trail corridor. E. Inconsistent Rights. The City, for itself, its successors and assigns, hereby covenants that it will not construct nor grant others the right to construct any structures or improvements within the Easement areas, which are inconsistent with the rights and interests herein granted to Park District. F. Operation and Maintenance by Park District. The Park District and its agents and licensees shall have the sole and exclusive right and authority to operate and control the Regional Trail and to establish rules and regulations governing its use to the extent not in conflict with ordinances of the City. Park District will be responsible for the renovation, replacement, repair, maintenance, and upkeep of the Regional Trail except bridges, tunnels and other structures owned by others, and as provided in Section H(i). Park District shall be solely responsible for establishing maintenance standards for the Regional Trail, which will be consistent district wide. Park District reserves the right to remove any vegetation or object that obstructs the use or safety of the Regional Trail including adjacent safety zones in accordance with Exhibit C – Typical Trail Section. G. Trail Uses and Purposes. Regional Trail shall be open to the general public and be used exclusively for outdoor recreation and commuter activities, including but not limited to non-motorized uses such as walking, jogging, skating, and biking. The use of electric-assisted bicycles as defined in Minnesota State Law and Other Power Limited Mobility Devices as defined by the American with Disabilities Act and in accordance with Park District Policy are permitted. In addition, motor vehicles used by the City or Park District for maintenance, law enforcement or other public uses will be permitted on the Regional Trail. Routine maintenance and patrol with motor vehicles will be conducted from adjacent roadways where feasible. 135 April 9, 2024 5 H. Winter Use. As of the date of this Agreement, Park District policy is to leave the Regional Trail open to the public in winter, but perform no winter maintenance. Park District reserves the right to operate and maintain the Regional Trail for winter use in its sole discretion. The City may request a Park District Winter Use Permit to operate and maintain the Regional Trail during winter months. Such permit will require City, among other things, to assume responsibility for trail maintenance, operation and liabilities associated with winter use. I. Signage. The Park District shall be responsible to furnish, install, and maintain the trail information sign/kiosk program at Park District expense. Signage will indicate that the Regional Trail is owned/operated by the Park District. City may provide additional signage within the Regional Trail corridor, provided however, that Park District shall approve additional signage, and that City shall be responsible for providing and maintain respective signage. The party responsible for trail design, construction and/or reconstruction shall provide all trail regulatory signs as prescribed by the Minnesota Manual on Uniform Traffic Control Devices (Mn MUTCD), as a part of the design and construction of the Trail. Park District shall be responsible for the maintenance of regulatory signs post-construction at Park District expense. City shall be responsible for providing and maintaining roadway crossing treatments such as pedestrian striping, road signs and/or other treatments as prescribed by Mn MUTCD, or as appropriate when the Regional Trail cross a City, County or State roadway where a City obligation exists. J. Utilities. City shall enforce its franchise agreements with utility companies and require utility companies to relocate utilities at their own expense. City shall at all times retain the right to maintain, repair or replace any existing utilities and related facilities in, on, or under said Regional Trail provided that if any such activities by the City shall or may damage or limit the use of the Regional Trail, the City will give the Park District ninety (90) days prior written notice of the same (except in cases of emergency). The City will upon completion of such activities so affecting the Regional Trail or any portion thereof, restore the Regional Trail to its preexisting condition or better. City and Park District recognize that prior notice is needed to develop temporary trail detour routes and temporary signage. City and Park District will cooperatively determine and implement a temporary detour route when feasible. K. Law Enforcement. The City will patrol and police the Regional Trail in such manner and by such persons as the City shall deem necessary, and may enforce all rules and ordinances of the City except as provided herein. Notwithstanding anything herein to the contrary, the Park District shall have the right to enforce its rules, regulations and ordinances with respect to the Regional Trail. City shall not promulgate any ordinance, rule or regulation which contravenes any ordinance, rule or regulation of Park District with respect to the Regional Trail or which contravenes this Agreement. 136 April 9, 2024 6 L. Indemnification. Each party is responsible for its own acts and omissions and the results thereof to the extent authorized by law. Minnesota Statutes Chapter 466 and other applicable law govern the parties’ liability. To the full extent permitted by law, this Agreement is intended to be and shall be construed as a “cooperative activity” and it is the intent of the parties that they shall be deemed a “single governmental unit” for the purposes of liability, all as set forth in Minnesota Statutes, Section 471.59, Subd. 1a (a); provided further that for purposes of that statute, each party to this Agreement expressly declines responsibility for the acts or omissions of the other party. In addition to the foregoing, nothing herein shall be construed to waive or limit any immunity from, or limitation on, liability available to either party, whether set forth in Minnesota Statutes, Chapter 466 or otherwise. M. Successor and Assigns. The Agreement shall be binding upon the parties hereto and their respective successors and assigns, provided, however, that neither City nor Park District shall have the right to assign its rights, obligations and interests in or under this Agreement to any other party without the prior written consent of the other party. N. Amendment, Modification or Waiver. No amendment, modification or waiver of any condition, provision or term of this Agreement shall be valid or of any effect unless made in writing and signed by the party or parties to be bound, or its duly authorized representative. Any waiver by either party shall be effective only with respect to the subject matter thereof and the particular occurrence described therein, and shall not affect the rights of either party with respect to any similar or dissimilar occurrences in the future. O. Rights and Remedies Cumulative. The rights and remedies provided by this Agreement are cumulative and no right or remedy at law or in equity which either party hereto might otherwise have by virtue of a default under this Agreement nor the exercise of any such right or remedy by either party will impair such party’s standing to exercise any other right or remedy. P. No Agency. Nothing contained herein and no action by either party hereto will be deemed or construed by such parties or by any third person to create the relationship of principal and agent or a partnership or a joint venture or any other association between or among the parties hereto. Q. Saving Provision. If any provision of the Agreement shall be found invalid or unenforceable with respect to any entity or in any jurisdiction, remaining provision of the Agreement shall not be affected thereby, and such provisions found to be unlawful or unenforceable shall not be affected as to their enforcement or lawfulness as to any other entity or in any other jurisdiction, and to such extent the terms and provisions of this Agreement are intended to be severable. R. Termination. This Agreement may be terminated by Park District or City by mutual agreement or as otherwise provided in this Agreement. This Agreement shall be terminable by either party upon a material breach by the other party. The provisions of Section L survive termination with respect to claims that arise from actions or occurrences that occurred prior to termination. S. Governing Laws. This Agreement will be construed in accordance with the laws of the State of Minnesota. 137 April 9, 2024 7 T. Title and Signing Authority. City warrants that it will own good and marketable title to all property in which City provides public trailway easement or real property rights to Park District and that the undersigned is authorized to execute this Agreement. U. Enforcement. In the event either party should bring an action to enforce the terms of this Agreement, the prevailing party shall be entitled to recover from the other all of the legal or other expenses of the prevailing party, including reasonable attorneys’ fees, and to have the same awarded as part of the judgment in the proceeding in which legal expenses and attorneys’ fees were awarded. V. Notices. Any notice given under this Agreement shall be deemed given on the first business day following the date the same is deposited in the United States Mail (registered or certified) postage prepaid, addressed as follows: If to the Park District: Superintendent Three Rivers Park District c/c Legal Counsel 3000 Xenium Lane North Plymouth, MN 55441 If to City: City Administrator City of Orono c/c Legal Counsel 2750 Kelley Parkway Long Lake, MN 55356 138 April 9, 2024 8 IN WITNESS WHEREOF, Park District and City have entered into this Agreement as of the date and year first above written. Three Rivers Park District, a public corporation and political subdivision of the State of Minnesota Dated: ___ By: Its Chair – Board of Commissioners Dated: ___ By: Its Superintendent And Secretary to the Board City of Orono, a Minnesota municipal corporation Dated: ___ By: Its Mayor Dated: ___ By: Its City Clerk 139 Exhibits April 9, 2024 9 Exhibit A Conceptual Regional Trail Route Exhibit B Public Trailway Perpetual Easement and Permanent Irrevocable Permit Agreement Exhibit C Regional Trail Standard Details 140 Exhibit A Conceptual Regional Trail Route April 9, 2024 10 141 Exhibit B Public Trailway Perpetual Easement and Permanent Irrevocable Permit Agreement April 9, 2024 11 PUBLIC TRAILWAY PERPETUAL EASEMENT AND PERMANENT IRREVOCABLE PERMIT AGREEMENT This Public Trailway Easement (“Easement”) and Permanent Irrevocable Permit (“Permit”), made this ______ day of ________, 202_, by the City of ____________, a Minnesota municipal corporation (“Grantor”) to Three Rivers Park District, a political subdivision of the State of Minnesota, Hennepin County, Minnesota (“Grantee”). RECITALS WHEREAS, Grantor and Grantee entered into a Trailway Cooperative Agreement (“Agreement”) for ___________ Regional Trail (“Trail”) dated as of _________ __, 202_; and WHEREAS, pursuant to the Agreement, Grantor agreed to convey to Grantee an Easement and/or Permit as further described herein and Grantee agreed to accept Easement and/or Permit according to the terms and conditions contained herein; and WHEREAS, Grantor is the fee owner of certain real property in Hennepin County, Minnesota, legally described on the attached Exhibit A (“Easement Area”); and WHEREAS, Grantor is not the fee owner, but has legal authority to construct, maintain and operate sidewalks, trails, and other such publicways and Permit within the area legally described on the attached Exhibit B (“Permit Area”); and WHEREAS, said Easement provided by the Grantor does not convey ownership of lands within the Easement and Permit Areas to the Grantee. NOW THEREFORE, in consideration of mutual covenants contained within the Agreement referenced above, and other good and valuable consideration, the sufficiency of which is hereby acknowledged, the Grantor agrees to as follows: TERMS OF PERPETUAL EASEMENT AND PERMANENT AND IRREVOCABLE PERMIT 1.) Grant of Easement. Grantor grants and conveys to the Grantee the Easement legally described and depicted on the attached Exhibit A. The easement shall be perpetual, shall run with the land, shall be binding upon Grantor and its successors and assigns and shall be for the benefit of Grantee and its successors and assigns. The easement shall be non-exclusive; provided, however, this easement shall be prior to and superior to any other easement hereinafter granted. Any future easement shall be subject to and subordinate to, and shall not interfere with, the easement without the consent, in writing, of Grantee. 2.) Grant of Permit. Grantor grants and conveys to the Grantee the permanent, irrevocable Permit legally described and depicted on the attached Exhibit B. In accordance with the Agreement, the Grantor may substitute a Permit for an Easement only where the Grantor currently does not own property rights sufficient to convey an Easement. The permit shall be permanent, shall be binding upon Grantor and its successors and assigns and shall be for the benefit of Grantee and 142 Exhibit B Public Trailway Perpetual Easement and Permanent Irrevocable Permit Agreement April 9, 2024 12 its successors and assigns. The permit shall be non-exclusive; provided, however, this permit shall be prior to and superior to any other permitted use of the permitted area, hereinafter granted. Any future permit shall be subject to and subordinate to, and shall not interfere with, the permit without the consent, in writing, of Grantee. 3.) Scope of Easement and Permit. The perpetual non-exclusive Easement and Permit granted herein includes the right of the Grantee, its contractor, agents, and employees to locate, install, construct, reconstruct, operate, maintain, inspect, alter and repair within the described Easement and Permits Areas any of the following facilities and amenities: public sidewalk or trail, trail signage, informational kiosks, benches, bike racks, fences, trail bridges/tunnels, and any other trail related structure. 4.) Trail Use and Purposes. This Easement and Permit is for public trailway purposes only. The Trail shall be open to the general public, and be used exclusively for outdoor recreation and commuting including but not limited to walking, jogging, skating, biking, and uses allowed under State and Federal law including, but not limited to, other personal driven mobility devices (OPDMD’s) and electric personal assistive devices. In addition, motor vehicles used for maintenance, law enforcement or other public uses will be permitted within the Easement and Permit Areas. 5.) Loss of Property Rights. Grantor warrants that it will defend and indemnify Grantee against any loss, expense, or interruption to the contiguity of the Trail, and, further shall, at its own expense, take all necessary action, including, but not limited to, the use of eminent domain to secure a continuous and contiguous trail corridor. These obligations of Grantor may be specifically enforced by Grantee and further all costs of such enforcement, including reasonable attorney’s fees, shall be paid by Grantor. 6.) Property Rights and Execution Authority. The Grantor warrants that it 1) owns good and marketable title to the Easement Area, 2) has legal rights to construct, maintain and operate sidewalks, trails and other such publicways within the Permit Area, 3) has the right, title and capacity to convey the Easement and Permit to Grantee, and 4) that the undersigned is authorized to execute this Easement and Permit. 7.) Environmental Matters. Grantor shall provide Grantee written documentation of any and all previously and/or currently present hazardous materials, pollutants, or other containments within the Easement and Permit Areas known to the Grantor. Grantee shall not be responsible for any costs, expenses, damages, obligations, including penalties and reasonable attorney’s fees, or losses resulting from any claims, actions, suits or proceedings based upon the release or threat of release of any hazardous substances, pollutants, or contaminants which may have existed on, or which relate to, the Easement and Permit Areas prior to the date of this instrument. 8.) Binding Effect. The terms and conditions of this instrument shall run with the land and be binding on the Grantor, its successors and assigns. 143 Exhibit B Public Trailway Perpetual Easement and Permanent Irrevocable Permit Agreement April 9, 2024 13 In witness whereof, the said parties have caused this instrument to be executed on the date and year first written above. CITY ____________________ __________________________ Its Mayor __________________________ Its City Manager State of Minnesota ) ) S.S. County of Hennepin ) The foregoing instrument was acknowledge before me this _____ day of _____________, 20__, by _______________________ and __________________________, the Mayor and City Manager, respectively of the City of ________________, a Minnesota municipal corporation, Grantor. ____________________________ Notary Public Notary Stamp or Seal This instrument drafted by: Three Rivers Park District 3000 Xenium Lane North Plymouth, MN 55441 144 Exhibit B Public Trailway Perpetual Easement and Permanent Irrevocable Permit Agreement April 9, 2024 14 EXHIBIT B PUBLIC TRAILWAY PERMIT LEGAL DESCRIPTION Hold for Legal Description 145 EXHIBIT C Regional Trail Standard Details April 9, 2024 15 146 Date: April 22, 2024 Item: 12 Presenter: DJ Goman, Public Works Superintendent Section: Consent Agenda Title: Public Works maintenance worker resignation and recruitment of a full time public works maintenance worker. 1.Purpose: The purpose of the action item is to accept the resignation of Public Works Maintenance Employee Brandon Maurer and inform council of the recruitment process to fill the vacancy created. 2.Background: A. Brandon Maurer was hired in November of 2017 . He has submitted a letter of resignation. Brandon's last day is April 19th, The Public Works Department wishes Brandon Maurer the best of luck in all of his future endeavors and for his service to the City of Orono. B. The Public Works Department currently has 5 full time as maintenance worker positions with one opening. The maintenance worker positions are critical to meet current service needs and are essential to City operations. 3.Recruitment: The selection process for the position involves advertising the position, application screening, interviews by public works supervisor, maintenance worker staff and practical exercise testing. The process also included a background check. AGENDA ITEM COUNCIL ACTION REQUESTED Motion to accept the resignation of Brandon Maurer effective April 19th, 2024. 147 Date: April 22, 2024 Item: 13 Presenter: Maggie Jin, Finance Director Section: Finance Report Title: First Quarter Financial Update 1.Purpose: The purpose of this item is to provide the Council with year-to-date General Fund Budget Information. This is for informational purposes only and no action is required. 2.Background: Information in this report should be considered preliminary and are as of the end of March 2024, which represents 25% of the year. 3.Staff Recommendation: This is for informational purpose only and no action is required. AGENDA ITEM COUNCIL ACTION REQUESTED No action is required. Exhibits First Quarter Financial Update.pdf 148 To: Mayor and Council From: Maggie Jin, Finance Director Subject: First Quarter Financial Report Date: April 22, 2024 Attachments: 1. General Fund Revenue Summary 2. General Fund Revenue Detail 3. General Fund Revenue Graph 4. General Fund Expenditure Summary 5. General Fund Expenditure Detail 6. Enterprise Fund Detail 7. New Investment Listing The first quarter 2024 year-to-date budget to actual comparisons are included with this memo. Revenues are currently at 13.38% of budget with adjusted expenditures at 22.68% of budget. Both detailed and summary data is being presented for review. General Fund Revenues Currently, General Fund revenue is at 13.38%. Revenues are anticipated to finish the year at budgeted levels. The largest General Fund revenue is the property tax levy, which represents 56.9% of the revenue budget. Tax collections are currently at 0% of budget; the first tax settlement will be distributed in June by the county. The second largest source of revenue for the City is Charges for Service, currently at 37.11% of the budget. Police service charge for the first half of the year was billed to Mound. This line item is anticipated to finish the year at or overbudget. Other Governmental revenue is currently at 0% at this time due to revenue not yet being received until later in the year, specifically Police State Aid is not received until October. Interest is also not yet recorded; this will be recorded at year end with the audit process. A revenue graph is included with this memo for comparison with previous years. General Fund Expenditures General Fund expenditures are currently at 22.68% of the budget, which is on track with being 25% of the year. Mayor and Council department is currently at 34.6%; this department is higher than the quarter mark of the year due to memberships being paid at the beginning of the year. Public Works – Spring Park is slightly over at 28.63% due to wages. The expenses in this department are offset by the revenues earned from providing the service. All other departments are trending below or at budget. At this time, it is anticipated that General Fund expenditures will be below or at budget. 149 First Quarter Financial Report April 18, 2024 Page 2 of 2 Enterprise Fund The Enterprise Funds includes the following: Water, Sewer, Recycling, Golf Course, Cable, Stormwater. It is projected that each fund will end the year with a net profit. Currently, Water Fund is at 23.3% of budget, Sewer is at 30.6% of budget, Recycling is at 22.8%, Golf Course is at 17.6% of budget, Cable Fund is at 15.2% of budget, and Stormwater is at 20.8% of budget. Enterprise Funds are financed and operated from the fees and charges designed to cover its cost, which includes potential years of net loss or any future improvements needed to maintain and sustain the systems. Summary In summary, both the revenue and expenditures of the General Fund is in good conditions and a positive net income is anticipated. 150 Department March 31 Budget Percent Dec 31 Percent March 31 Budget Balance PercentTaxes - 5,664,500 0.00% 5,627,574 99.35% - 6,568,600 6,568,600 0.00%Licenses & Permits 167,120 585,200 28.56% 793,341 135.57% 110,993 585,200 474,207 18.97%Other Governmental 54,263 403,000 13.46% 686,539 170.36% 1 305,000 304,999 0.00%Charges for Service 1,417,119 3,674,270 38.57% 3,872,748 105.40% 1,382,746 3,725,770 2,343,024 37.11%Fines 13,478 80,000 16.85% 66,200 82.75% 12,429 85,000 72,571 14.62%Miscellaneous 5 - 0.00% 16 0.00% 5 - (5) 0.00%Interest 153 160,900 0.10% 716 0.45% 182 200,660 200,478 0.09%Other Sources & Transfers 2,945 48,400 6.09% 47,347 97.82% 37,276 66,400 29,124 56.14%1,655,083 10,616,270 15.59% 11,094,481 104.50% 1,543,631 11,536,630 9,992,999 13.38%AnnualQuarterCity of OronoRevenue Summary with Comparison to BudgetFor The 3 Months Ending March 31, 2023 - 242023 2024 151 CITY OF ORONO REVENUES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2024 GENERAL FUND PERIOD MARCH 31, 2024 BUDGET UNEARNED PCNT FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/17/2024 04:43PM PAGE: 1 TAXES 101-31010 CURRENT AD VALOREM TAXES .00 .00 6,545,100.00 6,545,100.00 .0 101-31020 DELINQUENT AD VALOREM TAXES .00 .00 20,000.00 20,000.00 .0 101-31040 FISCAL DISPARITIES .00 .00 .00 .00 .0 101-31050 PERSONAL PROPERTY TAX .00 .00 .00 .00 .0 101-31060 FORFEITED TAX SALE APPORTIONMT .00 .00 .00 .00 .0 101-31070 RENT CREDIT .00 .00 .00 .00 .0 101-31900 PENALTIES AND INTEREST-TAXES .00 .00 3,500.00 3,500.00 .0 TOTAL TAXES .00 .00 6,568,600.00 6,568,600.00 .0 LICENSES & PERMITS 101-32100 BUSINESS LICENSES .00 .00 .00 .00 .0 101-32110 BEER & LIQUOR LICENSES .00 .00 7,100.00 7,100.00 .0 101-32120 CIGARETTE LICENSES 375.00 375.00 500.00 125.00 75.0 101-32130 COMMERCIAL DOCK LICENSES .00 .00 .00 .00 .0 101-32140 SET UP LICENSES .00 .00 .00 .00 .0 101-32150 SEPTIC LICENSES .00 .00 .00 .00 .0 101-32170 GARBAGE HAULERS LICENSES .00 .00 1,100.00 1,100.00 .0 101-32180 OTHER BUSINESS LICENSE/PERMIT 620.00 620.00 8,000.00 7,380.00 7.8 101-32230 RENTAL LICENSES 3,100.00 3,100.00 2,000.00 ( 1,100.00)155.0 101-32240 DOG LICENSES 50.00 50.00 .00 ( 50.00).0 101-32510 BUILDING PERMITS 80,136.64 80,136.64 475,000.00 394,863.36 16.9 101-32520 ZONING PERMIT 220.00 220.00 1,500.00 1,280.00 14.7 101-32530 MECHANICAL/SEPTIC/OTHER 18,348.42 18,348.42 60,000.00 41,651.58 30.6 101-32590 PLUMBING PERMIT 8,143.13 8,143.13 30,000.00 21,856.87 27.1 TOTAL LICENSES & PERMITS 110,993.19 110,993.19 585,200.00 474,206.81 19.0 152 CITY OF ORONO REVENUES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2024 GENERAL FUND PERIOD MARCH 31, 2024 BUDGET UNEARNED PCNT FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/17/2024 04:43PM PAGE: 2 OTHER GOVERNMENTS 101-33220 FEDERAL GRANT-EMRGNCY PREP .00 .00 .00 .00 .0 101-33390 FEDERAL GRANT-OTHER .00 .00 .00 .00 .0 101-33410 HACA AID .00 .00 .00 .00 .0 101-33415 MARKET VALUE CREDIT .00 .00 .00 .00 .0 101-33416 POLICE TRAINING REIMBURSEMENT .00 .00 .00 .00 .0 101-33420 FIRE STATE AID .00 .00 .00 .00 .0 101-33421 POLICE STATE AID .00 .00 250,000.00 250,000.00 .0 101-33430 POLICE VEST REIMBURSEMENT .00 .00 25,000.00 25,000.00 .0 101-33440 MUNICIPAL STATE AID-STREETS .00 .00 .00 .00 .0 101-33450 LOCAL GOVERNMENT AID .00 .00 .00 .00 .0 101-33460 PERA STATE AID .00 .00 .00 .00 .0 101-33490 STATE GRANT-OTHER .54 .54 30,000.00 29,999.46 .0 101-33610 COUNTY GRANT-RECYCLING .00 .00 .00 .00 .0 101-33690 COUNTY GRANT-OTHER .00 .00 .00 .00 .0 101-33800 OTHER GRANTS/AIDS .00 .00 .00 .00 .0 101-33890 GRANTS/AIDS FROM OTHER GOVTS .00 .00 .00 .00 .0 TOTAL OTHER GOVERNMENTS .54 .54 305,000.00 304,999.46 .0 CHARGES FOR SERVICES 101-34200 ADMINISTRATIVE CHARGES FOR SVC 77,550.00 77,550.00 325,000.00 247,450.00 23.9 101-34210 GENERAL TAXABLE SALES/SERVICE 23.50 23.50 100.00 76.50 23.5 101-34220 ASSESSMENTS SEARCHES 20.00 20.00 50.00 30.00 40.0 101-34230 FILING FEES-ELECTIONS/PLATS .00 .00 190.00 190.00 .0 101-34240 ZONING DISCLOSURE 380.00 380.00 250.00 ( 130.00)152.0 101-34410 PLAN CHECK/SITE EXAM FEES 52,135.07 52,135.07 225,000.00 172,864.93 23.2 101-34420 COND USE-VARIANCE-DEV FEES 6,030.00 6,030.00 20,000.00 13,970.00 30.2 101-34430 ENGINEERING & LEGAL FEES 2,356.89 2,356.89 20,000.00 17,643.11 11.8 101-34440 BLDG PERMITS-MAIL IN FEES .00 .00 .00 .00 .0 101-34450 ON-SITE SEPTIC PROGRAM FEES 11,891.43 11,891.43 47,000.00 35,108.57 25.3 101-34460 COOP AGREEMENT-INSPECTION .00 .00 .00 .00 .0 101-34610 COOP AGREEMENT-POLICE 1,169,229.51 1,169,229.51 2,763,180.00 1,593,950.49 42.3 101-34620 COOP AGREEMENT-ANIMAL CONTROL .00 .00 .00 .00 .0 101-34630 POLICE SPECIAL SERVICES 859.08 859.08 100,000.00 99,140.92 .9 101-34640 FALSE ALARM FEES .00 .00 500.00 500.00 .0 101-34650 POLICE REPORTS 465.35 465.35 1,000.00 534.65 46.5 101-34670 POLICE RESERVE RECEIPTS .00 .00 .00 .00 .0 101-34680 EXPLORERS PROGRAM 210.00 210.00 1,000.00 790.00 21.0 101-34781 OFF LEASH ANNUAL PASS .00 .00 .00 .00 .0 101-34783 PARK RESERVATIONS 7,860.00 7,860.00 7,500.00 ( 360.00)104.8 101-34810 COOP AGREEMENT-PUBLIC WORKS 53,735.10 53,735.10 214,000.00 160,264.90 25.1 101-34812 COOP AGREEMENT-PUBLIC WORKS OT .00 .00 .00 .00 .0 101-34815 INTERDEPARTMENTAL SERVICES .00 .00 .00 .00 .0 101-34820 RECYCLING PROGRAM FEES .00 .00 .00 .00 .0 101-34830 BRUSH SITE FEES .00 .00 1,000.00 1,000.00 .0 TOTAL CHARGES FOR SERVICES 1,382,745.93 1,382,745.93 3,725,770.00 2,343,024.07 37.1 153 CITY OF ORONO REVENUES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2024 GENERAL FUND PERIOD MARCH 31, 2024 BUDGET UNEARNED PCNT FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/17/2024 04:43PM PAGE: 3 SOURCE 35 101-35104 OTHER FINES .00 .00 .00 .00 .0 101-35105 ADMIN CITATIONS 2,132.88 2,132.88 10,000.00 7,867.12 21.3 101-35400 COURT FINES 10,295.94 10,295.94 75,000.00 64,704.06 13.7 101-35410 DRUG TASK FORCE .00 .00 .00 .00 .0 101-35420 DOG IMPOUND FEES .00 .00 .00 .00 .0 101-35620 ADMINISTRATIVE 30% SHARE .00 .00 .00 .00 .0 TOTAL SOURCE 35 12,428.82 12,428.82 85,000.00 72,571.18 14.6 MISCELLANEOUS 101-37699 UTILITY PENALTIES 4.53 4.53 .00 ( 4.53).0 101-37910 GREEN FEES .00 .00 .00 .00 .0 101-37920 RENTAL-GOLF CARTS & CLUB .00 .00 .00 .00 .0 101-37930 BEER SALES .00 .00 .00 .00 .0 101-37935 POP SALES .00 .00 .00 .00 .0 101-37940 CONCESSIONS-TAXABLE .00 .00 .00 .00 .0 101-37950 CONCESSIONS-NONTAXABLE .00 .00 .00 .00 .0 101-37960 GOLF BALL SALES .00 .00 .00 .00 .0 101-37970 PRO SHOP-TAXABLE .00 .00 .00 .00 .0 101-37980 PRO SHOP-NONTAXABLE .00 .00 .00 .00 .0 101-37985 GOLF COURSE PRINTS .00 .00 .00 .00 .0 101-37990 OTHER GOLF COURSE RECEIPTS .00 .00 .00 .00 .0 101-37999 CASH OVER/SHORT .00 .00 .00 .00 .0 TOTAL MISCELLANEOUS 4.53 4.53 .00 ( 4.53).0 SOURCE 39 101-39310 INTEREST ON INVESTMENTS .00 .00 200,000.00 200,000.00 .0 101-39315 INVESTMENT DISCOUNTS/PREMIUMS .00 .00 .00 .00 .0 101-39350 INTEREST-NOW ACCOUNT 181.98 181.98 660.00 478.02 27.6 101-39610 MISCELLANEOUS REVENUE 3,450.87 3,450.87 25,000.00 21,549.13 13.8 101-39615 CONVENIENCE FEE .00 .00 .00 .00 .0 101-39620 RENT INCOME 900.00 900.00 5,400.00 4,500.00 16.7 101-39630 CONTRIBUTIONS & DONATIONS 100.00 100.00 5,000.00 4,900.00 2.0 101-39640 REFUNDS & REIMBURSEMENTS 32,824.82 32,824.82 1,000.00 ( 31,824.82)3282.5 101-39650 PAYMENTS IN LIEU OF TAXES .00 .00 .00 .00 .0 101-39670 SALE OF LAND .00 .00 .00 .00 .0 101-39680 SALE OF EQUIPMENT .00 .00 30,000.00 30,000.00 .0 101-39920 RESIDUAL EQUITY TRANSFERS IN .00 .00 .00 .00 .0 101-39999 CASH OVER/SHORT .00 .00 .00 .00 .0 TOTAL SOURCE 39 37,457.67 37,457.67 267,060.00 229,602.33 14.0 TOTAL FUND REVENUE 1,543,630.68 1,543,630.68 11,536,630.00 9,992,999.32 13.4 154 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2024 GENERAL FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/17/2024 04:43PM PAGE: 4 NET REVENUE OVER EXPENDITURES 1,543,630.68 1,543,630.68 11,536,630.00 9,992,999.32 13.4 155 City of Orono0%20%40%60%80%100%120%Q1 2020Q1 2021Q1 2022Q1 2023Q1 2024Q22020Q22021Q22022Q22023Q22024Q32020Q32021Q32022Q32023Q32024YE2020YE2021YE2022YE2023YE2024Comparison To BudetRevenue Comparison156 AdjustedDepartment March 31 Budget Percent Dec 31 Percent March 31 Budget Balance PercentMayor & Council___-420,528 42,750 48.02% 43,660 102.13% 20,895 60,400 40,390 34.60%Administration101-4110,898 493,600 22.47% 485,705 98.40% 126,746 500,250 373,504 25.34%Elections___-48,313 38,800 21.42% 35,816 92.31% 8,982 98,200 89,738 9.15%Communications___-4- - - 3,704 39,000 38,380 9.50%Assessing___-4- 260,000 0.00% 254,000 97.69% - 270,000 270,000 0.00%Finance Department___-434,014 334,000 10.18% 296,316 88.72% 79,761 339,600 259,839 23.49%Law/Legal Services___-455,495 125,000 44.40% 148,300 118.64% 17,013 128,000 110,987 13.29%Central Services___-4144,327 317,200 45.50% 422,942 133.34% 98,669 429,400 333,668 22.98%Human Services___-4- 12,400 0.00% 9,500 76.61% - 12,000 12,000 0.00%Police Department101-41,281,710 5,592,400 22.92% 5,627,118 100.62% 1,363,626 5,719,910 4,358,028 23.84%Fire Protection101-4173,396 718,800 24.12% 795,141 110.62% 320,496 1,437,450 1,116,954 22.30%Building & Zoning___-4190,963 820,970 23.26% 843,838 102.79% 211,788 862,900 651,112 24.54%Engineering___-412,124 20,000 60.62% 35,189 175.94% 1,961 25,000 23,039 7.84%Public Works___-4227,029 609,500 37.25% 768,863 126.15% 167,791 690,050 522,259 24.32%Public Works - SP___-433,617 98,500 34.13% 111,366 113.06% 28,744 100,400 71,656 28.63%Parks101-468,126 419,950 16.22% 444,117 105.75% 100,162 431,750 331,588 23.20%Brush Site___-41,387 43,300 3.20% 32,748 75.63% 10,178 50,920 40,742 19.99%Special Services___-460,909 251,300 24.24% 424,069 168.75% 6,076 111,400 105,324 5.45%Special Projects___-4- 30,000 0.00% 1,184,775 0.00% - 30,000 30,000 0.00%Transfer to Other Funds___-4200,000 400,000 50.00% 400,000 100.00% 50,000 200,000 150,000 25.00%2,622,835 10,628,470 24.68% 12,363,462 116.32% 2,616,592 11,536,630 8,929,209 22.68%Quarter Annual2023 2024City of OronoExpenditure Summary with Comparison to BudgetFor The 3 Months Ending March 31, 2023 - 24157 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2024 GENERAL FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/18/2024 08:36AM PAGE: 1 MAYOR & COUNCIL 101-41110-101 FULL-TIME EMPLOYEES REGULAR 6,066.72 6,066.72 18,200.00 12,133.28 33.3 101-41110-122 FICA 464.08 464.08 1,400.00 935.92 33.2 101-41110-151 WORKER'S COMP INSURANCE PREM 25.00 25.00 100.00 75.00 25.0 101-41110-301 AUDITING AND ACCT'G SERVICES .00 .00 .00 .00 .0 101-41110-313 IT SERVICES 275.00 275.00 1,100.00 825.00 25.0 101-41110-319 PROFESSIONAL SERVICES .00 .00 20,000.00 20,000.00 .0 101-41110-433 MEMBERSHIPS 13,065.00 13,065.00 14,000.00 935.00 93.3 101-41110-437 TRAINING & DEVELOPMENT 285.32 285.32 1,600.00 1,314.68 17.8 101-41110-439 MEETING EXPENSES (170.99)( 170.99)4,000.00 4,170.99 ( 4.3) 101-41110-489 OTHER MISCELLANEOUS CHARGES .00 .00 .00 .00 .0 TOTAL MAYOR & COUNCIL 20,010.13 20,010.13 60,400.00 40,389.87 33.1 ADMINISTRATION 101-41300-101 FULL-TIME EMPLOYEES REGULAR 90,076.77 90,076.77 342,900.00 252,823.23 26.3 101-41300-102 FULL-TIME EMPLOYEES OVERTIME .00 .00 1,300.00 1,300.00 .0 101-41300-103 PART-TIME EMPLOYEES 610.78 610.78 30,000.00 29,389.22 2.0 101-41300-104 TEMPORARY/SEASONAL EMPLOYEES 7,191.50 7,191.50 1,000.00 ( 6,191.50)719.2 101-41300-111 OTHER .00 .00 .00 .00 .0 101-41300-121 PERA 6,796.48 6,796.48 28,100.00 21,303.52 24.2 101-41300-122 FICA 6,930.63 6,930.63 28,700.00 21,769.37 24.2 101-41300-135 CITY BENEFIT CONTRIBUTION 11,178.23 11,178.23 45,900.00 34,721.77 24.4 101-41300-142 UNEMPLOYMENT BENEFIT PAYMENTS .00 .00 .00 .00 .0 101-41300-143 OPEB EXPENSE .00 .00 .00 .00 .0 101-41300-151 WORKER'S COMP INSURANCE PREM 25.00 25.00 100.00 75.00 25.0 101-41300-208 BOOKS & PERIODICALS .00 .00 .00 .00 .0 101-41300-313 IT SERVICES 2,000.00 2,000.00 8,000.00 6,000.00 25.0 101-41300-319 PROFESSIONAL SERVICES 1,269.50 1,269.50 5,000.00 3,730.50 25.4 101-41300-331 TRAVEL EXPENSES .00 .00 1,500.00 1,500.00 .0 101-41300-340 GENERAL ADVERTISING .00 .00 .00 .00 .0 101-41300-433 MEMBERSHIPS .00 .00 1,000.00 1,000.00 .0 101-41300-437 TRAINING & DEVELOPMENT 20.00 20.00 2,250.00 2,230.00 .9 101-41300-439 MEETING EXPENSES 295.77 295.77 500.00 204.23 59.2 101-41300-489 OTHER MISCELLANEOUS CHARGES 350.87 350.87 4,000.00 3,649.13 8.8 TOTAL ADMINISTRATION 126,745.53 126,745.53 500,250.00 373,504.47 25.3 158 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2024 GENERAL FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/18/2024 08:36AM PAGE: 2 ELECTIONS 101-41410-101 FULL-TIME EMPLOYEES REGULAR 5,856.72 5,856.72 23,400.00 17,543.28 25.0 101-41410-102 FULL-TIME EMPLOYEES OVERTIME .00 .00 1,000.00 1,000.00 .0 101-41410-104 TEMPORARY/SEASONAL EMPLOYEES .00 .00 50,000.00 50,000.00 .0 101-41410-121 PERA 439.24 439.24 1,800.00 1,360.76 24.4 101-41410-122 FICA 441.93 441.93 1,900.00 1,458.07 23.3 101-41410-135 CITY BENEFIT CONTRIBUTION 1,251.74 1,251.74 5,600.00 4,348.26 22.4 101-41410-142 UNEMPLOYMENT BENEFIT PAYMENTS .00 .00 .00 .00 .0 101-41410-151 WORKER'S COMP INSURANCE PREM .00 .00 .00 .00 .0 101-41410-208 BOOKS & PERIODICALS .00 .00 .00 .00 .0 101-41410-221 EQUIPMENT PARTS & ACCESSORIES 126.26 126.26 8,000.00 7,873.74 1.6 101-41410-240 SMALL TOOLS AND MINOR EQUIP .00 .00 500.00 500.00 .0 101-41410-313 IT SERVICES 275.00 275.00 1,100.00 825.00 25.0 101-41410-319 PROFESSIONAL SERVICES .00 .00 .00 .00 .0 101-41410-322 POSTAGE .00 .00 .00 .00 .0 101-41410-331 TRAVEL EXPENSES .00 .00 400.00 400.00 .0 101-41410-340 GENERAL ADVERTISING 71.36 71.36 450.00 378.64 15.9 101-41410-412 BUILDING RENTALS .00 .00 .00 .00 .0 101-41410-415 OTHER EQUIPMENT RENTALS .00 .00 .00 .00 .0 101-41410-437 TRAINING & DEVELOPMENT .00 .00 50.00 50.00 .0 101-41410-439 MEETING EXPENSES .00 .00 3,000.00 3,000.00 .0 101-41410-489 OTHER MISCELLANEOUS CHARGES .00 .00 1,000.00 1,000.00 .0 TOTAL ELECTIONS 8,462.25 8,462.25 98,200.00 89,737.75 8.6 COMMUNICATIONS 101-41430-101 FULL-TIME EMPLOYEES REGULAR .00 .00 5,100.00 5,100.00 .0 101-41430-102 FULL-TIME EMPLOYEES OVERTIME .00 .00 .00 .00 .0 101-41430-103 PART-TIME EMPLOYEES .00 .00 .00 .00 .0 101-41430-104 TEMPORARY/SEASONAL EMPLOYEES .00 .00 .00 .00 .0 101-41430-121 PERA .00 .00 500.00 500.00 .0 101-41430-122 FICA .00 .00 400.00 400.00 .0 101-41430-135 CITY BENEFIT CONTRIBUTION .00 .00 700.00 700.00 .0 101-41430-151 WORKER'S COMP INSURANCE PREM .00 .00 .00 .00 .0 101-41430-313 IT SERVICES 500.00 500.00 2,000.00 1,500.00 25.0 101-41430-315 WEBSITE HOSTING .00 .00 7,300.00 7,300.00 .0 101-41430-322 POSTAGE .00 .00 4,000.00 4,000.00 .0 101-41430-325 NEWSLETTERS .00 .00 12,000.00 12,000.00 .0 101-41430-352 PRINTING & PUBLISHING 119.99 119.99 1,000.00 880.01 12.0 101-41430-416 SOFTWARE LICENSING .00 .00 6,000.00 6,000.00 .0 TOTAL COMMUNICATIONS 619.99 619.99 39,000.00 38,380.01 1.6 159 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2024 GENERAL FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/18/2024 08:36AM PAGE: 3 FINANCE DEPARTMENT 101-41500-101 FULL-TIME EMPLOYEES REGULAR 54,759.18 54,759.18 240,200.00 185,440.82 22.8 101-41500-102 FULL-TIME EMPLOYEES OVERTIME .00 .00 200.00 200.00 .0 101-41500-103 PART-TIME EMPLOYEES .00 .00 .00 .00 .0 101-41500-104 TEMPORARY/SEASONAL EMPLOYEES .00 .00 .00 .00 .0 101-41500-121 PERA 4,096.12 4,096.12 18,000.00 13,903.88 22.8 101-41500-122 FICA 4,194.42 4,194.42 18,400.00 14,205.58 22.8 101-41500-135 CITY BENEFIT CONTRIBUTION 6,401.48 6,401.48 45,400.00 38,998.52 14.1 101-41500-142 UNEMPLOYMENT BENEFIT PAYMENTS .00 .00 .00 .00 .0 101-41500-143 OPEB EXPENSE .00 .00 .00 .00 .0 101-41500-151 WORKER'S COMP INSURANCE PREM 400.00 400.00 1,600.00 1,200.00 25.0 101-41500-208 BOOKS & PERIODICALS .00 .00 .00 .00 .0 101-41500-301 AUDITING AND ACCT'G SERVICES 7,078.00 7,078.00 .00 ( 7,078.00).0 101-41500-313 IT SERVICES 2,500.00 2,500.00 10,000.00 7,500.00 25.0 101-41500-331 TRAVEL EXPENSES 21.31 21.31 200.00 178.69 10.7 101-41500-433 MEMBERSHIPS 290.00 290.00 600.00 310.00 48.3 101-41500-437 TRAINING & DEVELOPMENT 20.00 20.00 5,000.00 4,980.00 .4 TOTAL FINANCE DEPARTMENT 79,760.51 79,760.51 339,600.00 259,839.49 23.5 ASSESSING 101-41550-142 UNEMPLOYMENT BENEFIT PAYMENTS .00 .00 .00 .00 .0 101-41550-302 ASSESSING SERVICES .00 .00 270,000.00 270,000.00 .0 TOTAL ASSESSING .00 .00 270,000.00 270,000.00 .0 LAW/LEGAL SERVICES 101-41600-305 LEGAL-REPRESENTATION .00 .00 .00 .00 .0 101-41600-306 LEGAL-PROSECUTION 6,915.83 6,915.83 45,000.00 38,084.17 15.4 101-41600-307 LEGAL-CONSULTING 14,607.23 14,607.23 75,000.00 60,392.77 19.5 101-41600-308 CODE ENFORCEMENT .00 .00 2,000.00 2,000.00 .0 101-41600-309 JAIL CHARGES (4,509.91)( 4,509.91)6,000.00 10,509.91 ( 75.2) TOTAL LAW/LEGAL SERVICES 17,013.15 17,013.15 128,000.00 110,986.85 13.3 HUMAN SERVICES 101-41800-490 CONTRIBUTIONS TO CIVIC ORG'S .00 .00 12,000.00 12,000.00 .0 TOTAL HUMAN SERVICES .00 .00 12,000.00 12,000.00 .0 160 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2024 GENERAL FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/18/2024 08:36AM PAGE: 4 CENTRAL SERVICES 101-41900-101 FULL-TIME EMPLOYEES REGULAR 12,657.09 12,657.09 .00 ( 12,657.09).0 101-41900-103 PART-TIME EMPLOYEES 1,693.77 1,693.77 64,800.00 63,106.23 2.6 101-41900-104 TEMPORARY/SEASONAL EMPLOYEES .00 .00 .00 .00 .0 101-41900-121 PERA 502.93 502.93 4,900.00 4,397.07 10.3 101-41900-122 FICA 634.71 634.71 5,000.00 4,365.29 12.7 101-41900-135 CITY BENEFIT CONTRIBUTION 219.72 219.72 21,300.00 21,080.28 1.0 101-41900-151 WORKER'S COMP INSURANCE PREM 1,050.00 1,050.00 4,200.00 3,150.00 25.0 101-41900-201 OFFICE SUPPLIES 1,479.16 1,479.16 11,000.00 9,520.84 13.5 101-41900-221 EQUIPMENT PARTS & ACCESSORIES 4,118.45 4,118.45 1,000.00 ( 3,118.45)411.9 101-41900-223 BLDG/GROUNDS MAINT. SUPPLIES 5,833.65 5,833.65 6,000.00 166.35 97.2 101-41900-226 CLOTHING & PERSONAL EQUIPMENT 178.72 178.72 .00 ( 178.72).0 101-41900-301 AUDITING AND ACCT'G SERVICES .00 .00 34,200.00 34,200.00 .0 101-41900-310 LOGIS-APPLICATIONS .00 .00 .00 .00 .0 101-41900-311 DATA PROCESSING COMMUNICATION .00 .00 .00 .00 .0 101-41900-312 BANK FEES 122.60 122.60 1,000.00 877.40 12.3 101-41900-313 IT SERVICES 16,250.00 16,250.00 65,000.00 48,750.00 25.0 101-41900-314 FLEET SERVICES 750.00 750.00 3,000.00 2,250.00 25.0 101-41900-319 PROFESSIONAL SERVICES 3,611.00 3,611.00 8,000.00 4,389.00 45.1 101-41900-321 TELEPHONE 4,490.37 4,490.37 16,000.00 11,509.63 28.1 101-41900-322 POSTAGE 645.35 645.35 5,500.00 4,854.65 11.7 101-41900-329 INTERNET/OTHER COMMUNICATIONS .00 .00 .00 .00 .0 101-41900-340 GENERAL ADVERTISING 650.07 650.07 .00 ( 650.07).0 101-41900-352 PRINTING & PUBLISHING 7,507.20 7,507.20 22,000.00 14,492.80 34.1 101-41900-361 GENERAL LIABILITY INS 3,375.00 3,375.00 13,500.00 10,125.00 25.0 101-41900-362 UMBRELLA LIABILITY INS 8,000.00 8,000.00 32,000.00 24,000.00 25.0 101-41900-363 BONDS INSURANCE .00 .00 .00 .00 .0 101-41900-364 MONEYS & SECURITIES INS .00 .00 .00 .00 .0 101-41900-365 BOILER & MACHINERY INS .00 .00 .00 .00 .0 101-41900-366 PROPERTY INSURANCE 3,000.00 3,000.00 12,000.00 9,000.00 25.0 101-41900-367 EQUIPMENT FLOATERS INS .00 .00 .00 .00 .0 101-41900-368 AUTOMOTIVE INSURANCE 875.00 875.00 3,500.00 2,625.00 25.0 101-41900-370 INSURANCE AGENT OF RECORD .00 .00 .00 .00 .0 101-41900-381 GAS & ELECTRIC 7,107.25 7,107.25 40,000.00 32,892.75 17.8 101-41900-382 WATER UTILITIES 1,150.60 1,150.60 7,500.00 6,349.40 15.3 101-41900-401 REPAIRS/MAINT-OFFICE EQUIP 1,846.20 1,846.20 500.00 ( 1,346.20)369.2 101-41900-403 REPAIRS/MAINT-MISC. EQUIP .00 .00 .00 .00 .0 101-41900-404 REPAIRS/MAINT-BLDGS/GROUNDS 7,941.64 7,941.64 46,000.00 38,058.36 17.3 101-41900-407 JANITORIAL SERVICES .00 .00 .00 .00 .0 101-41900-413 OFFICE EQUIPMENT RENTAL .00 .00 .00 .00 .0 101-41900-416 SOFTWARE LICENSING .00 .00 .00 .00 .0 101-41900-440 SPECIAL EQUIPMENT REPLACEMENT .00 .00 .00 .00 .0 101-41900-441 LICENSES & TAXES .00 .00 500.00 500.00 .0 101-41900-489 OTHER MISCELLANEOUS CHARGES 42.00 42.00 1,000.00 958.00 4.2 101-41900-512 SPEC ASSMTS ON LAND & INT .00 .00 .00 .00 .0 101-41900-750 INTEREST ON SPECIAL ASSMNTS .00 .00 .00 .00 .0 TOTAL CENTRAL SERVICES 95,732.48 95,732.48 429,400.00 333,667.52 22.3 161 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2024 GENERAL FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/18/2024 08:36AM PAGE: 5 POLICE DEPARTMENT 101-42110-101 FULL-TIME EMPLOYEES REGULAR 751,006.00 751,006.00 3,124,300.00 2,373,294.00 24.0 101-42110-102 FULL-TIME EMPLOYEES OVERTIME 42,225.83 42,225.83 50,000.00 7,774.17 84.5 101-42110-103 PART-TIME EMPLOYEES 4,703.47 4,703.47 80,000.00 75,296.53 5.9 101-42110-104 TEMPORARY/SEASONAL EMPLOYEES .00 .00 .00 .00 .0 101-42110-105 SPECIALTY PAY 3,314.09 3,314.09 33,000.00 29,685.91 10.0 101-42110-106 CSO/CADETS 9,445.12 9,445.12 25,100.00 15,654.88 37.6 101-42110-121 PERA 133,732.99 133,732.99 546,700.00 412,967.01 24.5 101-42110-122 FICA 16,051.91 16,051.91 63,500.00 47,448.09 25.3 101-42110-135 CITY BENEFIT CONTRIBUTION 126,444.41 126,444.41 427,100.00 300,655.59 29.6 101-42110-142 UNEMPLOYMENT BENEFIT PAYMENTS .00 .00 .00 .00 .0 101-42110-143 OPEB EXPENSE .00 .00 .00 .00 .0 101-42110-151 WORKER'S COMP INSURANCE PREM 62,575.00 62,575.00 250,300.00 187,725.00 25.0 101-42110-201 OFFICE SUPPLIES 1,063.66 1,063.66 8,000.00 6,936.34 13.3 101-42110-208 BOOKS & PERIODICALS .00 .00 1,000.00 1,000.00 .0 101-42110-212 MOTOR FUELS & LUBRICANTS 23,549.76 23,549.76 140,000.00 116,450.24 16.8 101-42110-221 EQUIPMENT PARTS & ACCESSORIES 757.24 757.24 15,000.00 14,242.76 5.1 101-42110-223 BLDG/GROUNDS MAINT. SUPPLIES .00 .00 .00 .00 .0 101-42110-226 CLOTHING & PERSONAL EQUIPMENT 8,506.28 8,506.28 33,000.00 24,493.72 25.8 101-42110-228 TRAINING SUPPLIES .00 .00 20,000.00 20,000.00 .0 101-42110-229 EXPLORERS PROGRAM EXPENSES 180.00 180.00 2,500.00 2,320.00 7.2 101-42110-230 ANIMAL SUPPLIES .00 .00 .00 .00 .0 101-42110-240 SMALL TOOLS AND MINOR EQUIP 1,833.78 1,833.78 6,500.00 4,666.22 28.2 101-42110-304 ENGINEERING-CONSULTING .00 .00 .00 .00 .0 101-42110-307 LEGAL-CONSULTING 119.00 119.00 8,000.00 7,881.00 1.5 101-42110-310 LOGIS-APPLICATIONS 27,694.00 27,694.00 110,810.00 83,116.00 25.0 101-42110-311 DATA PROCESSING COMMUNICATION 4,945.97 4,945.97 10,000.00 5,054.03 49.5 101-42110-313 IT SERVICES 37,500.00 37,500.00 150,000.00 112,500.00 25.0 101-42110-314 FLEET SERVICES 6,250.00 6,250.00 25,000.00 18,750.00 25.0 101-42110-317 ANIMAL CARE 194.00 194.00 2,500.00 2,306.00 7.8 101-42110-318 ANIMAL PROFESSIONAL SERVICES .00 .00 .00 .00 .0 101-42110-319 PROFESSIONAL SERVICES 10,315.96 10,315.96 35,000.00 24,684.04 29.5 101-42110-321 TELEPHONE 2,334.40 2,334.40 24,000.00 21,665.60 9.7 101-42110-322 POSTAGE .00 .00 500.00 500.00 .0 101-42110-329 INTERNET/OTHER COMMUNICATIONS .00 .00 .00 .00 .0 101-42110-331 TRAVEL EXPENSES .00 .00 300.00 300.00 .0 101-42110-340 GENERAL ADVERTISING .00 .00 .00 .00 .0 101-42110-352 PRINTING & PUBLISHING 42.71 42.71 1,500.00 1,457.29 2.9 101-42110-361 GENERAL LIABILITY INS 22,500.00 22,500.00 90,000.00 67,500.00 25.0 101-42110-362 UMBRELLA LIABILITY INS 8,000.00 8,000.00 32,000.00 24,000.00 25.0 101-42110-366 PROPERTY INSURANCE 250.00 250.00 1,000.00 750.00 25.0 101-42110-367 EQUIPMENT FLOATERS INS .00 .00 .00 .00 .0 101-42110-368 AUTOMOTIVE INSURANCE 4,250.00 4,250.00 17,000.00 12,750.00 25.0 101-42110-370 INSURANCE AGENT OF RECORD .00 .00 .00 .00 .0 101-42110-379 INSURANCE DEDUCTIBLES .00 .00 .00 .00 .0 101-42110-381 GAS & ELECTRIC 2,671.93 2,671.93 20,000.00 17,328.07 13.4 101-42110-382 WATER UTILITIES 507.19 507.19 3,000.00 2,492.81 16.9 101-42110-401 REPAIRS/MAINT-OFFICE EQUIP .00 .00 1,000.00 1,000.00 .0 101-42110-402 REPAIRS/MAINT-AUTO EQUIP 1,266.05 1,266.05 20,000.00 18,733.95 6.3 101-42110-403 REPAIRS/MAINT-MISC. EQUIP 815.00 815.00 5,500.00 4,685.00 14.8 101-42110-404 REPAIRS/MAINT-BLDGS/GROUNDS 7,240.63 7,240.63 15,000.00 7,759.37 48.3 101-42110-407 JANITORIAL SERVICES .00 .00 15,500.00 15,500.00 .0 101-42110-413 OFFICE EQUIPMENT RENTAL .00 .00 .00 .00 .0 162 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2024 GENERAL FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/18/2024 08:36AM PAGE: 6 101-42110-414 EDP/COMMUNICATIONS EQUIP RENT 5,844.38 5,844.38 34,000.00 28,155.62 17.2 101-42110-416 SOFTWARE LICENSING (1,414.16)( 1,414.16).00 1,414.16 .0 101-42110-433 MEMBERSHIPS 2,389.70 2,389.70 5,000.00 2,610.30 47.8 101-42110-436 TOWING CHARGES 185.00 185.00 .00 ( 185.00).0 101-42110-437 TRAINING & DEVELOPMENT 13,393.90 13,393.90 40,000.00 26,606.10 33.5 101-42110-438 DISTRIBUTION TO OTHER GOVMNTS .00 .00 .00 .00 .0 101-42110-439 MEETING EXPENSES 349.31 349.31 2,000.00 1,650.69 17.5 101-42110-440 SPECIAL EQUIPMENT REPLACEMENT .00 .00 .00 .00 .0 101-42110-441 LICENSES & TAXES 73.50 73.50 1,300.00 1,226.50 5.7 101-42110-489 OTHER MISCELLANEOUS CHARGES .00 .00 2,500.00 2,500.00 .0 101-42110-520 BUILDINGS AND STRUCTURES .00 .00 .00 .00 .0 101-42110-550 AUTOMOTIVE EQUIPMENT 18,773.55 18,773.55 200,000.00 181,226.45 9.4 101-42110-560 FURNITURE AND FIXTURES .00 .00 .00 .00 .0 101-42110-570 OFFICE EQUIP AND FURNISHINGS .00 .00 500.00 500.00 .0 101-42110-575 IT HARDWARE & APPLICATIONS .00 .00 .00 .00 .0 101-42110-580 OTHER EQUIPMENT .00 .00 21,000.00 21,000.00 .0 TOTAL POLICE DEPARTMENT 1,361,881.56 1,361,881.56 5,719,910.00 4,358,028.44 23.8 163 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2024 GENERAL FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/18/2024 08:36AM PAGE: 7 FIRE PROTECTION SERVICES 101-42260-101 FULL-TIME EMPLOYEES REGULAR 34,204.80 34,204.80 129,600.00 95,395.20 26.4 101-42260-102 FULL-TIME EMPLOYEES OVERTIME .00 .00 .00 .00 .0 101-42260-103 PART-TIME EMPLOYEES 14,170.00 14,170.00 124,800.00 110,630.00 11.4 101-42260-104 TEMPORARY/SEASONAL EMPLOYEES .00 .00 69,000.00 69,000.00 .0 101-42260-107 POC FIRE FIGHTERS 80.00 80.00 .00 ( 80.00).0 101-42260-121 PERA 8,562.34 8,562.34 45,000.00 36,437.66 19.0 101-42260-122 FICA 697.87 697.87 4,700.00 4,002.13 14.9 101-42260-135 CITY BENEFIT CONTRIBUTION 3,572.08 3,572.08 18,600.00 15,027.92 19.2 101-42260-151 WORKER'S COMP INSURANCE PREM 10,800.00 10,800.00 43,200.00 32,400.00 25.0 101-42260-201 OFFICE SUPPLIES .00 .00 1,000.00 1,000.00 .0 101-42260-203 PRINTED FORMS AND PAPER 1,745.74 1,745.74 10,000.00 8,254.26 17.5 101-42260-208 PUBLIC SAFETY ED MATERIALS .00 .00 1,200.00 1,200.00 .0 101-42260-212 MOTOR FUELS & LUBRICANTS 620.20 620.20 5,000.00 4,379.80 12.4 101-42260-215 SHOP SUPPLIES .00 .00 1,000.00 1,000.00 .0 101-42260-216 CHEMICALS .00 .00 1,000.00 1,000.00 .0 101-42260-219 MEDICAL SUPPLIES 1,433.53 1,433.53 2,000.00 566.47 71.7 101-42260-221 EQUIPMENT PARTS & ACCESSORIES .00 .00 2,000.00 2,000.00 .0 101-42260-223 BLDG/GROUNDS MAINT. SUPPLIES .00 .00 1,000.00 1,000.00 .0 101-42260-226 CLOTHING & PERSONAL EQUIPMENT 30,591.04 30,591.04 117,000.00 86,408.96 26.2 101-42260-228 TRAINING SUPPLIES 119.00 119.00 500.00 381.00 23.8 101-42260-240 SMALL TOOLS AND MINOR EQUIP .00 .00 4,000.00 4,000.00 .0 101-42260-305 MEDICALS 4,445.00 4,445.00 10,000.00 5,555.00 44.5 101-42260-307 LEGAL-CONSULTING 680.00 680.00 2,000.00 1,320.00 34.0 101-42260-310 TURN OUT GEAR WASHING-REPAIR 2,823.07 2,823.07 15,000.00 12,176.93 18.8 101-42260-313 IT SERVICES 10,000.00 10,000.00 40,000.00 30,000.00 25.0 101-42260-314 FLEET SERVICES 3,327.50 3,327.50 13,310.00 9,982.50 25.0 101-42260-318 FIRE SERVICES 166,234.50 166,234.50 664,940.00 498,705.50 25.0 101-42260-319 PROFESSIONAL SERVICES 12,445.20 12,445.20 12,000.00 ( 445.20)103.7 101-42260-321 TELEPHONE .00 .00 4,000.00 4,000.00 .0 101-42260-331 TRAVEL EXPENSES .00 .00 500.00 500.00 .0 101-42260-340 GENERAL ADVERTISING .00 .00 .00 .00 .0 101-42260-361 GENERAL LIABILITY INS 1,625.00 1,625.00 6,500.00 4,875.00 25.0 101-42260-362 UMBRELLA LIABILITY INS 125.00 125.00 500.00 375.00 25.0 101-42260-366 PROPERTY INSURANCE 125.00 125.00 500.00 375.00 25.0 101-42260-367 EQUIPMENT FLOATERS INS 250.00 250.00 1,000.00 750.00 25.0 101-42260-368 AUTOMOTIVE INSURANCE 250.00 250.00 1,000.00 750.00 25.0 101-42260-381 GAS & ELECTRIC .00 .00 14,000.00 14,000.00 .0 101-42260-382 WATER UTILITIES .00 .00 2,600.00 2,600.00 .0 101-42260-401 REPAIRS/MAINT-OFFICE EQUIP .00 .00 .00 .00 .0 101-42260-402 REPAIRS/MAINT-AUTO EQUIP 2,102.21 2,102.21 5,000.00 2,897.79 42.0 101-42260-403 REPAIRS/MAINT-MISC. EQUIP .00 .00 2,000.00 2,000.00 .0 101-42260-414 EDP/COMMUNICATIONS EQUIP RENT .00 .00 36,000.00 36,000.00 .0 101-42260-433 MEMBERSHIPS 100.00 100.00 2,500.00 2,400.00 4.0 101-42260-437 TRAINING & DEVELOPMENT 8,314.00 8,314.00 20,000.00 11,686.00 41.6 101-42260-439 MEETING EXPENSES 24.06 24.06 1,000.00 975.94 2.4 101-42260-441 LICENSES & TAXES .00 .00 .00 .00 .0 101-42260-489 OTHER MISCELLANEOUS CHARGES 1,028.58 1,028.58 2,500.00 1,471.42 41.1 TOTAL FIRE PROTECTION SERVICES 320,495.72 320,495.72 1,437,450.00 1,116,954.28 22.3 164 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2024 GENERAL FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/18/2024 08:36AM PAGE: 8 BUILDING & ZONING 101-42400-101 FULL-TIME EMPLOYEES REGULAR 141,824.93 141,824.93 569,400.00 427,575.07 24.9 101-42400-102 FULL-TIME EMPLOYEES OVERTIME .00 .00 200.00 200.00 .0 101-42400-103 PART-TIME EMPLOYEES .00 .00 .00 .00 .0 101-42400-104 TEMPORARY/SEASONAL EMPLOYEES .00 .00 .00 .00 .0 101-42400-121 PERA 10,636.87 10,636.87 42,700.00 32,063.13 24.9 101-42400-122 FICA 10,614.23 10,614.23 43,600.00 32,985.77 24.3 101-42400-135 CITY BENEFIT CONTRIBUTION 33,215.00 33,215.00 104,000.00 70,785.00 31.9 101-42400-142 UNEMPLOYMENT BENEFIT PAYMENTS .00 .00 .00 .00 .0 101-42400-143 OPEB EXPENSE .00 .00 .00 .00 .0 101-42400-151 WORKER'S COMP INSURANCE PREM 1,000.00 1,000.00 4,000.00 3,000.00 25.0 101-42400-208 BOOKS & PERIODICALS .00 .00 350.00 350.00 .0 101-42400-212 MOTOR FUELS & LUBRICANTS 414.07 414.07 .00 ( 414.07).0 101-42400-221 EQUIPMENT PARTS & ACCESSORIES .00 .00 200.00 200.00 .0 101-42400-226 CLOTHING & PERSONAL EQUIPMENT .00 .00 1,000.00 1,000.00 .0 101-42400-240 SMALL TOOLS AND MINOR EQUIP .00 .00 500.00 500.00 .0 101-42400-304 ENGINEERING-CONSULTING .00 .00 1,000.00 1,000.00 .0 101-42400-305 GIS/MAPPING 1,312.50 1,312.50 2,000.00 687.50 65.6 101-42400-307 LEGAL-CONSULTING 1,190.00 1,190.00 15,000.00 13,810.00 7.9 101-42400-310 INSPECTION SERVICES .00 .00 20,000.00 20,000.00 .0 101-42400-312 BANK FEES .00 .00 .00 .00 .0 101-42400-313 IT SERVICES 7,500.00 7,500.00 30,000.00 22,500.00 25.0 101-42400-314 FLEET SERVICES 375.00 375.00 1,500.00 1,125.00 25.0 101-42400-319 PROFESSIONAL SERVICES 452.50 452.50 10,000.00 9,547.50 4.5 101-42400-321 TELEPHONE 331.88 331.88 2,500.00 2,168.12 13.3 101-42400-331 TRAVEL EXPENSES .00 .00 250.00 250.00 .0 101-42400-340 GENERAL ADVERTISING .00 .00 .00 .00 .0 101-42400-352 PRINTING & PUBLISHING 346.03 346.03 1,600.00 1,253.97 21.6 101-42400-402 REPAIRS/MAINT-AUTO EQUIP .00 .00 .00 .00 .0 101-42400-403 REPAIRS/MAINT-MISC. EQUIP .00 .00 .00 .00 .0 101-42400-415 OTHER EQUIPMENT RENTALS .00 .00 .00 .00 .0 101-42400-416 SOFTWARE LICENSING .00 .00 .00 .00 .0 101-42400-433 MEMBERSHIPS 85.00 85.00 2,000.00 1,915.00 4.3 101-42400-437 TRAINING & DEVELOPMENT 2,490.00 2,490.00 11,000.00 8,510.00 22.6 101-42400-439 MEETING EXPENSES .00 .00 100.00 100.00 .0 101-42400-441 LICENSES & TAXES .00 .00 .00 .00 .0 TOTAL BUILDING & ZONING 211,788.01 211,788.01 862,900.00 651,111.99 24.5 165 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2024 GENERAL FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/18/2024 08:36AM PAGE: 9 PUBLIC WORKS DEPARTMENT 101-43000-101 FULL-TIME EMPLOYEES REGULAR 54,412.19 54,412.19 204,900.00 150,487.81 26.6 101-43000-102 FULL-TIME EMPLOYEES OVERTIME 869.44 869.44 11,000.00 10,130.56 7.9 101-43000-121 PERA 4,146.10 4,146.10 15,000.00 10,853.90 27.6 101-43000-122 FICA 4,045.50 4,045.50 16,500.00 12,454.50 24.5 101-43000-135 CITY BENEFIT CONTRIBUTION 7,618.44 7,618.44 34,900.00 27,281.56 21.8 101-43000-142 UNEMPLOYMENT BENEFIT PAYMENTS .00 .00 .00 .00 .0 101-43000-143 OPEB EXPENSE .00 .00 .00 .00 .0 101-43000-151 WORKER'S COMP INSURANCE PREM 3,400.00 3,400.00 13,600.00 10,200.00 25.0 101-43000-208 BOOKS & PERIODICALS .00 .00 .00 .00 .0 101-43000-212 MOTOR FUELS & LUBRICANTS 97.97 97.97 .00 ( 97.97).0 101-43000-221 EQUIPMENT PARTS & ACCESSORIES 2,937.37 2,937.37 2,000.00 ( 937.37)146.9 101-43000-222 VEHICLE EQUIPMENT & PARTS 3,137.30 3,137.30 .00 ( 3,137.30).0 101-43000-224 STREET MAINT. MATERIALS/SUPPLY 37,010.81 37,010.81 85,000.00 47,989.19 43.5 101-43000-225 TREE MAINT. - MATERIALS/SUPPLY .00 .00 .00 .00 .0 101-43000-226 CLOTHING & PERSONAL EQUIPMENT 1,700.80 1,700.80 11,000.00 9,299.20 15.5 101-43000-240 SMALL TOOLS AND MINOR EQUIP 1,983.42 1,983.42 4,500.00 2,516.58 44.1 101-43000-304 PW ENGINEERING-CONSULTING 1,135.00 1,135.00 1,000.00 ( 135.00)113.5 101-43000-305 GIS/MAPPING .00 .00 1,000.00 1,000.00 .0 101-43000-313 IT SERVICES 2,500.00 2,500.00 10,000.00 7,500.00 25.0 101-43000-314 FLEET SERVICES 30,000.00 30,000.00 120,000.00 90,000.00 25.0 101-43000-319 PROFESSIONAL SERVICES 61.16 61.16 .00 ( 61.16).0 101-43000-321 TELEPHONE 924.33 924.33 4,500.00 3,575.67 20.5 101-43000-331 TRAVEL EXPENSES .00 .00 .00 .00 .0 101-43000-340 GENERAL ADVERTISING .00 .00 .00 .00 .0 101-43000-381 GAS & ELECTRIC 637.81 637.81 6,500.00 5,862.19 9.8 101-43000-386 STREET LIGHTING 3,970.90 3,970.90 35,000.00 31,029.10 11.4 101-43000-402 REPAIRS/MAINT-AUTO EQUIP 453.68 453.68 .00 ( 453.68).0 101-43000-403 REPAIRS/MAINT-MISC. EQUIP .00 .00 10,000.00 10,000.00 .0 101-43000-404 REPAIRS/MAINT-BLDGS/GROUNDS 2,435.53 2,435.53 10,000.00 7,564.47 24.4 101-43000-405 TREE - REPAIRS/MAINT..00 .00 .00 .00 .0 101-43000-408 CONTRACTED STREET MAINT.3,200.00 3,200.00 80,000.00 76,800.00 4.0 101-43000-409 OFFICE EQUIPMENT RENTAL .00 .00 .00 .00 .0 101-43000-414 EDP/COMMUNICATIONS EQUIP RENT .00 .00 2,400.00 2,400.00 .0 101-43000-415 OTHER EQUIPMENT RENTALS 771.67 771.67 4,000.00 3,228.33 19.3 101-43000-416 SOFTWARE LICENSING .00 .00 .00 .00 .0 101-43000-433 MEMBERSHIPS 25.56 25.56 500.00 474.44 5.1 101-43000-437 TRAINING & DEVELOPMENT 119.00 119.00 6,000.00 5,881.00 2.0 101-43000-441 LICENSES & TAXES 28.50 28.50 .00 ( 28.50).0 101-43000-489 OTHER MISCELLANEOUS CHARGES 168.96 168.96 750.00 581.04 22.5 101-43000-590 STREET CONSTRUCTION .00 .00 .00 .00 .0 TOTAL PUBLIC WORKS DEPARTMENT 167,791.44 167,791.44 690,050.00 522,258.56 24.3 166 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2024 GENERAL FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/18/2024 08:36AM PAGE: 10 PUBLIC WORKS - SPRING PARK 101-43050-101 FULL-TIME EMPLOYEES REGULAR 20,892.67 20,892.67 69,100.00 48,207.33 30.2 101-43050-102 FULL-TIME EMPLOYEES OVERTIME 240.37 240.37 .00 ( 240.37).0 101-43050-121 PERA 1,585.03 1,585.03 5,200.00 3,614.97 30.5 101-43050-122 FICA 1,548.93 1,548.93 5,300.00 3,751.07 29.2 101-43050-135 CITY BENEFIT CONTRIBUTION 2,602.40 2,602.40 13,300.00 10,697.60 19.6 101-43050-151 WORKER'S COMP INSURANCE PREM 1,375.00 1,375.00 5,500.00 4,125.00 25.0 101-43050-224 STREET MAINT. MATERIALS/SUPPLY .00 .00 .00 .00 .0 101-43050-227 UTILITY SYSTEM MAINT. SUPPLIES .00 .00 .00 .00 .0 101-43050-313 IT SERVICES 125.00 125.00 500.00 375.00 25.0 101-43050-314 FLEET SERVICES 375.00 375.00 1,500.00 1,125.00 25.0 101-43050-319 PROFESSIONAL SERVICES .00 .00 .00 .00 .0 101-43050-489 OTHER MISCELLANEOUS CHARGES .00 .00 .00 .00 .0 TOTAL PUBLIC WORKS - SPRING PARK 28,744.40 28,744.40 100,400.00 71,655.60 28.6 BRUSH SITE 101-43100-104 TEMPORARY/SEASONAL EMPLOYEES .00 .00 11,500.00 11,500.00 .0 101-43100-121 PERA .00 .00 .00 .00 .0 101-43100-122 FICA .00 .00 900.00 900.00 .0 101-43100-151 WORKER'S COMP INSURANCE PREM 175.00 175.00 700.00 525.00 25.0 101-43100-223 BLDG/GROUNDS MAINT. SUPPLIES 182.55 182.55 250.00 67.45 73.0 101-43100-312 BANK FEES .00 .00 .00 .00 .0 101-43100-313 IT SERVICES 125.00 125.00 500.00 375.00 25.0 101-43100-321 TELEPHONE 153.05 153.05 950.00 796.95 16.1 101-43100-352 PRINTING & PUBLISHING 254.70 254.70 .00 ( 254.70).0 101-43100-361 GENERAL LIABILITY INS 25.00 25.00 100.00 75.00 25.0 101-43100-381 GAS & ELECTRIC 64.97 64.97 370.00 305.03 17.6 101-43100-404 REPAIRS/MAINT-BLDGS/GROUNDS 9,197.50 9,197.50 35,000.00 25,802.50 26.3 101-43100-415 OTHER EQUIPMENT RENTALS .00 .00 650.00 650.00 .0 101-43100-489 OTHER MISCELLANEOUS CHARGES .00 .00 .00 .00 .0 TOTAL BRUSH SITE 10,177.77 10,177.77 50,920.00 40,742.23 20.0 ENGINEERING 101-43170-303 ENGINEERING-RETAINER .00 .00 .00 .00 .0 101-43170-304 ENGINEERING-CONSULTING .00 .00 10,000.00 10,000.00 .0 101-43170-305 GIS/MAPPING 1,961.00 1,961.00 15,000.00 13,039.00 13.1 TOTAL ENGINEERING 1,961.00 1,961.00 25,000.00 23,039.00 7.8 167 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2024 GENERAL FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/18/2024 08:36AM PAGE: 11 SPECIAL SERVICES 101-43280-102 FULL-TIME EMPLOYEES OVERTIME 3,447.62 3,447.62 35,000.00 31,552.38 9.9 101-43280-121 PERA 610.24 610.24 2,600.00 1,989.76 23.5 101-43280-122 FICA 40.31 40.31 2,700.00 2,659.69 1.5 101-43280-135 CITY BENEFIT CONTRIBUTION .00 .00 .00 .00 .0 101-43280-151 WORKER'S COMP INSURANCE PREM 275.00 275.00 1,100.00 825.00 25.0 101-43280-228 TRAINING SUPPLIES .00 .00 .00 .00 .0 101-43280-304 ENGINEERING-CONSULTING 577.50 577.50 50,000.00 49,422.50 1.2 101-43280-307 LEGAL-CONSULTING 1,125.00 1,125.00 20,000.00 18,875.00 5.6 101-43280-319 PROFESSIONAL SERVICES .00 .00 .00 .00 .0 101-43280-437 TRAINING & DEVELOPMENT .00 .00 .00 .00 .0 101-43280-438 DISTRIBUTION TO OTHER GOVMNTS .00 .00 .00 .00 .0 101-43280-489 OTHER MISCELLANEOUS CHARGES .00 .00 .00 .00 .0 101-43280-800 SPECIAL PROJECTS, CONTINGENCY .00 .00 .00 .00 .0 TOTAL SPECIAL SERVICES 6,075.67 6,075.67 111,400.00 105,324.33 5.5 SPECIAL PROJECTS-CONTINGENCIES 101-43290-101 FULL-TIME EMPLOYEES REGULAR .00 .00 .00 .00 .0 101-43290-304 ENGINEERING-CONSULTING .00 .00 .00 .00 .0 101-43290-319 PROFESSIONAL SERVICES .00 .00 .00 .00 .0 101-43290-489 OTHER MISCELLANEOUS CHARGES .00 .00 .00 .00 .0 101-43290-510 LAND .00 .00 .00 .00 .0 101-43290-720 OPERATING TRANSFERS 50,000.00 50,000.00 200,000.00 150,000.00 25.0 101-43290-800 SPECIAL PROJECTS, CONTINGENCY .00 .00 30,000.00 30,000.00 .0 TOTAL SPECIAL PROJECTS-CONTINGENCIES 50,000.00 50,000.00 230,000.00 180,000.00 21.7 168 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2024 GENERAL FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/18/2024 08:36AM PAGE: 12 PARKS 101-45200-101 FULL-TIME EMPLOYEES REGULAR 49,557.79 49,557.79 192,500.00 142,942.21 25.7 101-45200-102 FULL-TIME EMPLOYEES OVERTIME .00 .00 .00 .00 .0 101-45200-103 PART-TIME EMPLOYEES (235.52)( 235.52).00 235.52 .0 101-45200-104 TEMPORARY/SEASONAL EMPLOYEES 11,059.00 11,059.00 16,700.00 5,641.00 66.2 101-45200-121 PERA 3,981.61 3,981.61 14,400.00 10,418.39 27.7 101-45200-122 FICA 4,257.88 4,257.88 15,900.00 11,642.12 26.8 101-45200-135 CITY BENEFIT CONTRIBUTION 10,001.25 10,001.25 23,900.00 13,898.75 41.9 101-45200-151 WORKER'S COMP INSURANCE PREM 3,975.00 3,975.00 15,900.00 11,925.00 25.0 101-45200-212 MOTOR FUELS & LUBRICANTS 1,245.43 1,245.43 300.00 ( 945.43)415.1 101-45200-216 CHEMICALS .00 .00 10,000.00 10,000.00 .0 101-45200-221 EQUIPMENT PARTS & ACCESSORIES 1,439.73 1,439.73 13,400.00 11,960.27 10.7 101-45200-223 BUILDING MAINT SUPPLIES 48.76 48.76 15,000.00 14,951.24 .3 101-45200-225 TREE MAINT. - MATERIALS/SUPPLY .00 .00 .00 .00 .0 101-45200-226 CLOTHING & PERSONAL EQUIPMENT 548.29 548.29 2,000.00 1,451.71 27.4 101-45200-240 SMALL TOOLS AND MINOR EQUIP .00 .00 2,500.00 2,500.00 .0 101-45200-304 ENGINEERING-CONSULTING 467.00 467.00 1,000.00 533.00 46.7 101-45200-305 GIS/MAPPING .00 .00 1,000.00 1,000.00 .0 101-45200-313 IT SERVICES 375.00 375.00 1,500.00 1,125.00 25.0 101-45200-314 FLEET SERVICES 1,750.00 1,750.00 7,000.00 5,250.00 25.0 101-45200-319 PROFESSIONAL SERVICES 167.00 167.00 10,000.00 9,833.00 1.7 101-45200-321 TELEPHONE 309.40 309.40 1,000.00 690.60 30.9 101-45200-331 TRAVEL EXPENSES .00 .00 .00 .00 .0 101-45200-352 PRINTING & PUBLISHING 54.91 54.91 450.00 395.09 12.2 101-45200-381 GAS & ELECTRIC 34.93 34.93 600.00 565.07 5.8 101-45200-386 LIGHTING .00 .00 .00 .00 .0 101-45200-402 REPAIRS/MAINT-AUTO EQUIP .00 .00 .00 .00 .0 101-45200-403 REPAIRS/MAINT-MISC. EQUIP .00 .00 .00 .00 .0 101-45200-404 REPAIRS/MAINT-BLDGS/GROUNDS 10,761.08 10,761.08 73,000.00 62,238.92 14.7 101-45200-405 REPAIRS/MAINT-BLDGS/GROUNDS .00 .00 .00 .00 .0 101-45200-415 OTHER EQUIPMENT RENTALS 363.00 363.00 11,000.00 10,637.00 3.3 101-45200-416 SOFTWARE LICENSING .00 .00 .00 .00 .0 101-45200-437 TRAINING & DEVELOPMENT .00 .00 1,000.00 1,000.00 .0 101-45200-439 MEETING EXPENSES .00 .00 .00 .00 .0 101-45200-441 LICENSES & TAXES .00 .00 500.00 500.00 .0 101-45200-488 PARK COMMISSION .00 .00 1,000.00 1,000.00 .0 101-45200-489 OTHER MISCELLANEOUS CHARGES .00 .00 200.00 200.00 .0 101-45200-490 CONTRIBUTIONS TO CIVIC ORG'S .00 .00 .00 .00 .0 TOTAL PARKS 100,161.54 100,161.54 431,750.00 331,588.46 23.2 TOTAL FUND EXPENDITURES 2,607,421.15 2,607,421.15 11,536,630.00 8,929,208.85 22.6 NET REVENUE OVER EXPENDITURES (2,607,421.15)( 2,607,421.15)( 11,536,630.00)( 8,929,208.85)( 22.6) 169 CITY OF ORONO REVENUES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2024 WATER OPERATING FUND PERIOD MARCH 31, 2024 BUDGET UNEARNED PCNT FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/17/2024 10:53PM PAGE: 1 TAXES 601-31010 CURRENT AD VALOREM TAXES .00 .00 .00 .00 .0 601-31020 DELINQUENT AD VALOREM TAXES .00 .00 .00 .00 .0 601-31040 FISCAL DISPARITIES .00 .00 .00 .00 .0 601-31050 PERSONAL PROPERTY TAX .00 .00 .00 .00 .0 601-31900 PENALTIES AND INTEREST-TAXES .00 .00 .00 .00 .0 TOTAL TAXES .00 .00 .00 .00 .0 SOURCE 33 601-33390 FEDERAL GRANT-OTHER .00 .00 .00 .00 .0 601-33439 PERA PENSION - OTHER REVENUE .00 .00 .00 .00 .0 TOTAL SOURCE 33 .00 .00 .00 .00 .0 CHARGES FOR SERVICES 601-34810 COOP AGREEMENT-PUBLIC WORKS .00 .00 .00 .00 .0 TOTAL CHARGES FOR SERVICES .00 .00 .00 .00 .0 ASSESSMENTS 601-36110 ASSESSMENTS COLLECTED-CURRENT .00 .00 .00 .00 .0 601-36120 ASSESSMENTS COLLECTED-DELINQ .00 .00 .00 .00 .0 601-36580 LEVY 14380-14737 NAV WTR .00 .00 .00 .00 .0 601-36590 LEVY 17482 MYRTLEWOOD W/S .00 .00 .00 .00 .0 TOTAL ASSESSMENTS .00 .00 .00 .00 .0 MISCELLANEOUS 601-37310 WATER SALES/SERVICE-NAVARRE 134,062.65 134,062.65 .00 ( 134,062.65).0 601-37320 WATER SALES/SERVICE-HWY 12 72,823.72 72,823.72 .00 ( 72,823.72).0 601-37330 WATER SALES/SERVICE-WAYZATA 24,553.93 24,553.93 .00 ( 24,553.93).0 601-37340 WATER SALES/SERVICE-LONG LAKE 3,713.41 3,713.41 .00 ( 3,713.41).0 601-37390 OTHER WATER RECEIPTS .00 .00 .00 .00 .0 601-37391 WATER CONNECTION FEE .00 .00 .00 .00 .0 601-37392 ANTENNA LEASE REVENUE .00 .00 .00 .00 .0 601-37699 UTILITY PENALTIES 1,942.58 1,942.58 .00 ( 1,942.58).0 TOTAL MISCELLANEOUS 237,096.29 237,096.29 .00 ( 237,096.29).0 170 CITY OF ORONO REVENUES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2024 WATER OPERATING FUND PERIOD MARCH 31, 2024 BUDGET UNEARNED PCNT FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/17/2024 10:53PM PAGE: 2 OTHER SOURCES & TRANSFERS IN 601-39101 SALES OF GENERAL FIXED ASSETS .00 .00 .00 .00 .0 601-39102 COMPENSATION-LOSS FIXED ASSETS .00 .00 .00 .00 .0 601-39201 TRANSFER FROM GENERAL FUND .00 .00 .00 .00 .0 601-39203 TRANSFER FROM OTHER FUND .00 .00 .00 .00 .0 601-39310 INTEREST ON INVESTMENTS .00 .00 .00 .00 .0 601-39350 INTEREST-NOW ACCOUNT .00 .00 .00 .00 .0 601-39390 INTEREST-SPECIAL ASSESSMENTS .00 .00 .00 .00 .0 601-39610 MISCELLANEOUS REVENUE 9,663.33 9,663.33 .00 ( 9,663.33).0 601-39615 CONVENIENCE FEE .00 .00 .00 .00 .0 601-39680 SALE OF EQUIPMENT .00 .00 .00 .00 .0 601-39690 PROCEEDS FROM BOND SALES .00 .00 .00 .00 .0 601-39695 BOND PREMIUM .00 .00 .00 .00 .0 601-39910 OPERATING TRANSFERS IN .00 .00 .00 .00 .0 601-39920 RESIDUAL EQUITY TRANSFERS IN .00 .00 .00 .00 .0 TOTAL OTHER SOURCES & TRANSFERS IN 9,663.33 9,663.33 .00 ( 9,663.33).0 TOTAL FUND REVENUE 246,759.62 246,759.62 .00 ( 246,759.62).0 171 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2024 WATER OPERATING FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/17/2024 10:54PM PAGE: 3 DEPARTMENT 400 601-49400-101 FULL-TIME EMPLOYEES REGULAR 59,698.96 59,698.96 237,900.00 178,201.04 25.1 601-49400-102 FULL-TIME EMPLOYEES OVERTIME 966.38 966.38 10,000.00 9,033.62 9.7 601-49400-103 PART-TIME EMPLOYEES .00 .00 .00 .00 .0 601-49400-104 TEMPORARY/SEASONAL EMPLOYEES .00 .00 16,000.00 16,000.00 .0 601-49400-121 PERA 4,549.97 4,549.97 18,600.00 14,050.03 24.5 601-49400-122 FICA 4,838.43 4,838.43 20,200.00 15,361.57 24.0 601-49400-129 PENSION EXPENSE .00 .00 .00 .00 .0 601-49400-135 CITY BENEFIT CONTRIBUTION 10,912.98 10,912.98 39,100.00 28,187.02 27.9 601-49400-143 OPEB EXPENSE .00 .00 .00 .00 .0 601-49400-151 WORKER'S COMP INSURANCE PREM 3,325.00 3,325.00 13,300.00 9,975.00 25.0 601-49400-201 OFFICE SUPPLIES 445.22 445.22 1,000.00 554.78 44.5 601-49400-208 BOOKS & PERIODICALS .00 .00 .00 .00 .0 601-49400-212 MOTOR FUELS & LUBRICANTS 1,190.60 1,190.60 .00 ( 1,190.60).0 601-49400-216 CHEMICALS AND CHEM PRODUCTS 12,185.15 12,185.15 55,000.00 42,814.85 22.2 601-49400-221 EQUIPMENT PARTS & ACCESSORIES 1,478.52 1,478.52 500.00 ( 978.52)295.7 601-49400-222 VEHICLE EQUIPMENT & PARTS .00 .00 .00 .00 .0 601-49400-223 BLDG/GROUNDS MAINT. SUPPLIES 16.55 16.55 3,700.00 3,683.45 .5 601-49400-226 CLOTHING & PERSONAL EQUIPMENT 566.57 566.57 1,100.00 533.43 51.5 601-49400-227 UTILITY SYSTEM MAINT. SUPPLIES 4,995.82 4,995.82 40,000.00 35,004.18 12.5 601-49400-240 SMALL TOOLS AND MINOR EQUIP 683.55 683.55 1,200.00 516.45 57.0 601-49400-301 AUDITING AND ACCT'G SERVICES .00 .00 6,500.00 6,500.00 .0 601-49400-304 ENGINEERING-CONSULTING .00 .00 10,000.00 10,000.00 .0 601-49400-305 GIS/MAPPING 6,401.65 6,401.65 10,000.00 3,598.35 64.0 601-49400-307 LEGAL-CONSULTING .00 .00 1,000.00 1,000.00 .0 601-49400-312 BANK FEES 1,104.60 1,104.60 5,000.00 3,895.40 22.1 601-49400-313 IT SERVICES 5,500.00 5,500.00 22,000.00 16,500.00 25.0 601-49400-314 FLEET SERVICES 12,575.00 12,575.00 50,300.00 37,725.00 25.0 601-49400-319 PROFESSIONAL SERVICES .00 .00 100.00 100.00 .0 601-49400-321 TELEPHONE 710.79 710.79 5,000.00 4,289.21 14.2 601-49400-322 POSTAGE 1,124.13 1,124.13 5,000.00 3,875.87 22.5 601-49400-331 TRAVEL EXPENSES .00 .00 .00 .00 .0 601-49400-340 GENERAL ADVERTISING .00 .00 .00 .00 .0 601-49400-352 PRINTING & PUBLISHING 24.40 24.40 1,000.00 975.60 2.4 601-49400-361 GENERAL LIABILITY INS 1,500.00 1,500.00 6,000.00 4,500.00 25.0 601-49400-362 UMBRELLA LIABILITY INS 250.00 250.00 1,000.00 750.00 25.0 601-49400-366 PROPERTY INSURANCE 1,750.00 1,750.00 7,000.00 5,250.00 25.0 601-49400-367 EQUIPMENT FLOATERS INS 800.00 800.00 3,200.00 2,400.00 25.0 601-49400-368 AUTOMOTIVE INSURANCE 1,050.00 1,050.00 4,200.00 3,150.00 25.0 601-49400-370 INSURANCE AGENT OF RECORD .00 .00 .00 .00 .0 601-49400-381 GAS & ELECTRIC 9,585.63 9,585.63 105,000.00 95,414.37 9.1 601-49400-382 WATER UTILITIES 451.44 451.44 2,000.00 1,548.56 22.6 601-49400-387 INTERGOVERNMENTAL SERVICES 8,027.33 8,027.33 55,000.00 46,972.67 14.6 601-49400-401 REPAIRS/MAINT-OFFICE EQUIP .00 .00 .00 .00 .0 601-49400-402 REPAIRS/MAINT-AUTO EQUIP .00 .00 .00 .00 .0 601-49400-403 REPAIRS/MAINT-MISC. EQUIP 987.57 987.57 3,000.00 2,012.43 32.9 601-49400-404 REPAIRS/MAINT-BLDGS/GROUNDS .00 .00 2,000.00 2,000.00 .0 601-49400-405 REPAIRS/MAINT-WATERMAINS/PLANT 15,060.56 15,060.56 90,000.00 74,939.44 16.7 601-49400-409 DEPRECIATION & AMORTIZATION 62,500.00 62,500.00 250,000.00 187,500.00 25.0 601-49400-415 OTHER EQUIPMENT RENTALS .00 .00 300.00 300.00 .0 601-49400-416 SOFTWARE LICENSING .00 .00 .00 .00 .0 601-49400-433 MEMBERSHIPS 240.00 240.00 2,500.00 2,260.00 9.6 601-49400-437 TRAINING & DEVELOPMENT .00 .00 5,200.00 5,200.00 .0 172 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2024 WATER OPERATING FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/17/2024 10:54PM PAGE: 4 601-49400-438 ADMINISTRATIVE CHARGE 28,750.00 28,750.00 115,000.00 86,250.00 25.0 601-49400-440 SPECIAL EQUIPMENT REPLACEMENT .00 .00 .00 .00 .0 601-49400-441 LICENSES & TAXES 1,996.64 1,996.64 .00 ( 1,996.64).0 601-49400-488 FINES & PENALTIES .00 .00 .00 .00 .0 601-49400-489 OTHER MISCELLANEOUS CHARGES 642.82 642.82 5,000.00 4,357.18 12.9 601-49400-611 BOND INTEREST .00 .00 10,000.00 10,000.00 .0 601-49400-612 OTHER LONG-TERM OBLIG INTEREST .00 .00 .00 .00 .0 601-49400-613 OTHER INTEREST EXPENSE .00 .00 .00 .00 .0 601-49400-720 OPERATING TRANSFERS 58,575.00 58,575.00 159,300.00 100,725.00 36.8 TOTAL DEPARTMENT 400 325,461.26 325,461.26 1,399,200.00 1,073,738.74 23.3 TOTAL FUND EXPENDITURES 325,461.26 325,461.26 1,399,200.00 1,073,738.74 23.3 NET REVENUE OVER EXPENDITURES (78,701.64)( 78,701.64)( 1,399,200.00)( 1,320,498.36)( 5.6) 173 CITY OF ORONO REVENUES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2024 SEWER OPERATING FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/17/2024 10:54PM PAGE: 5 TAXES 602-31010 CURRENT AD VALOREM TAXES .00 .00 .00 .00 .0 602-31020 DELINQUENT AD VALOREM TAXES .00 .00 .00 .00 .0 602-31040 FISCAL DISPARITIES .00 .00 .00 .00 .0 602-31050 PERSONAL PROPERTY TAX .00 .00 .00 .00 .0 602-31900 PENALTIES AND INTEREST-TAXES .00 .00 .00 .00 .0 TOTAL TAXES .00 .00 .00 .00 .0 OTHER GOVERNMENTS 602-33220 FEDERAL GRANT-EMRGNCY PREP .00 .00 .00 .00 .0 602-33439 PERA PENSION - OTHER REVENUE .00 .00 .00 .00 .0 602-33490 STATE GRANT-OTHER .00 .00 .00 .00 .0 602-33890 GRANTS/AIDS FROM OTHER GOVTS .00 .00 .00 .00 .0 TOTAL OTHER GOVERNMENTS .00 .00 .00 .00 .0 CHARGES FOR SERVICES 602-34810 COOP AGREEMENT-PUBLIC WORKS .00 .00 .00 .00 .0 TOTAL CHARGES FOR SERVICES .00 .00 .00 .00 .0 ASSESSMENTS 602-36110 ASSESSMENTS COLLECTED-CURRENT .00 .00 .00 .00 .0 602-36511 LEVY 19008 GREEN TREES .00 .00 .00 .00 .0 602-36590 LEVY 17482 MYRTLEWOOD W/S .00 .00 .00 .00 .0 602-36596 LEVY # MISC SEWER - FD 602 .00 .00 .00 .00 .0 TOTAL ASSESSMENTS .00 .00 .00 .00 .0 MISCELLANEOUS 602-37610 SEWR SERVICE CHARGES 562,297.75 562,297.75 .00 ( 562,297.75).0 602-37630 DELINQ S/W COLLECTED BY COUNTY .00 .00 .00 .00 .0 602-37640 MWCC-INT ON CVC 1971 .00 .00 .00 .00 .0 602-37650 MWCC-INT ON CVC 1977 .00 .00 .00 .00 .0 602-37660 AMORTIZE DEF GAIN-MWCC .00 .00 .00 .00 .0 602-37670 MWCC-INT ON 1971-72 DEF GAIN .00 .00 .00 .00 .0 602-37690 OTHER SEWER RECEIPTS 4,000.00 4,000.00 .00 ( 4,000.00).0 602-37691 SEWER CONNECTION FEE .00 .00 .00 .00 .0 602-37699 UTILITY PENALTIES 2,017.26 2,017.26 .00 ( 2,017.26).0 TOTAL MISCELLANEOUS 568,315.01 568,315.01 .00 ( 568,315.01).0 174 CITY OF ORONO REVENUES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2024 SEWER OPERATING FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/17/2024 10:54PM PAGE: 6 OTHER SOURCES & TRANSFERS IN 602-39101 SALES OF GENERAL FIXED ASSETS .00 .00 .00 .00 .0 602-39102 COMPENSATION-LOSS FIXED ASSETS .00 .00 .00 .00 .0 602-39310 INTEREST ON INVESTMENTS .00 .00 .00 .00 .0 602-39320 INTEREST-CONSTRUCTON .00 .00 .00 .00 .0 602-39340 INTEREST-W/S CONNECT FEES .00 .00 .00 .00 .0 602-39350 INTEREST-NOW ACCOUNT .00 .00 .00 .00 .0 602-39390 INTEREST-SPECIAL ASSESSMENTS .00 .00 .00 .00 .0 602-39610 MISCELLANEOUS REVENUE .00 .00 .00 .00 .0 602-39615 CONVENIENCE FEE .00 .00 .00 .00 .0 602-39640 CONTRIBUTED ASSETS .00 .00 .00 .00 .0 602-39680 SALE OF EQUIPMENT .00 .00 .00 .00 .0 602-39910 OPERATING TRANSFERS IN .00 .00 .00 .00 .0 602-39920 RESIDUAL EQUITY TRANSFERS IN .00 .00 .00 .00 .0 TOTAL OTHER SOURCES & TRANSFERS IN .00 .00 .00 .00 .0 TOTAL FUND REVENUE 568,315.01 568,315.01 .00 ( 568,315.01).0 175 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2024 SEWER OPERATING FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/17/2024 10:54PM PAGE: 7 SEWER 602-49450-101 FULL-TIME EMPLOYEES REGULAR 60,203.58 60,203.58 224,600.00 164,396.42 26.8 602-49450-102 FULL-TIME EMPLOYEES OVERTIME 951.80 951.80 28,000.00 27,048.20 3.4 602-49450-103 PART-TIME EMPLOYEES .00 .00 .00 .00 .0 602-49450-104 TEMPORARY/SEASONAL EMPLOYEES .00 .00 16,000.00 16,000.00 .0 602-49450-121 PERA 4,586.66 4,586.66 19,000.00 14,413.34 24.1 602-49450-122 FICA 4,873.98 4,873.98 20,600.00 15,726.02 23.7 602-49450-129 PENSION EXPENSE .00 .00 .00 .00 .0 602-49450-135 CITY BENEFIT CONTRIBUTION 9,502.66 9,502.66 40,600.00 31,097.34 23.4 602-49450-143 OPEB EXPENSE .00 .00 .00 .00 .0 602-49450-151 WORKER'S COMP INSURANCE PREM 3,300.00 3,300.00 13,200.00 9,900.00 25.0 602-49450-201 OFFICE SUPPLIES 443.43 443.43 2,000.00 1,556.57 22.2 602-49450-212 MOTOR FUELS & LUBRICANTS 1,190.60 1,190.60 .00 ( 1,190.60).0 602-49450-221 EQUIPMENT PARTS & ACCESSORIES 1,312.60 1,312.60 .00 ( 1,312.60).0 602-49450-222 VEHICLE EQUIPMENT & PARTS 950.24 950.24 .00 ( 950.24).0 602-49450-223 BLDG/GROUNDS MAINT. SUPPLIES .00 .00 1,500.00 1,500.00 .0 602-49450-226 CLOTHING & PERSONAL EQUIPMENT 266.62 266.62 1,500.00 1,233.38 17.8 602-49450-227 UTILITY SYSTEM MAINT. SUPPLIES 3,354.54 3,354.54 10,000.00 6,645.46 33.6 602-49450-240 SMALL TOOLS AND MINOR EQUIP 660.57 660.57 2,500.00 1,839.43 26.4 602-49450-301 AUDITING AND ACCT'G SERVICES .00 .00 8,000.00 8,000.00 .0 602-49450-304 ENGINEERING-CONSULTING .00 .00 5,000.00 5,000.00 .0 602-49450-305 GIS/MAPPING 5,468.00 5,468.00 12,000.00 6,532.00 45.6 602-49450-307 LEGAL-CONSULTING .00 .00 500.00 500.00 .0 602-49450-312 BANK FEES 1,104.60 1,104.60 7,500.00 6,395.40 14.7 602-49450-313 IT SERVICES 5,500.00 5,500.00 22,000.00 16,500.00 25.0 602-49450-314 FLEET SERVICES 12,540.00 12,540.00 50,160.00 37,620.00 25.0 602-49450-319 PROFESSIONAL SERVICES 1,042.20 1,042.20 .00 ( 1,042.20).0 602-49450-321 TELEPHONE 350.83 350.83 4,400.00 4,049.17 8.0 602-49450-322 POSTAGE 1,254.82 1,254.82 5,000.00 3,745.18 25.1 602-49450-331 TRAVEL EXPENSES .00 .00 .00 .00 .0 602-49450-340 GENERAL ADVERTISING .00 .00 .00 .00 .0 602-49450-352 PRINTING & PUBLISHING 91.51 91.51 .00 ( 91.51).0 602-49450-361 GENERAL LIABILITY INS 2,750.00 2,750.00 11,000.00 8,250.00 25.0 602-49450-362 UMBRELLA LIABILITY INS .00 .00 .00 .00 .0 602-49450-366 PROPERTY INSURANCE 775.00 775.00 3,100.00 2,325.00 25.0 602-49450-367 EQUIPMENT FLOATERS INS 85.00 85.00 340.00 255.00 25.0 602-49450-368 AUTOMOTIVE INSURANCE 275.00 275.00 1,100.00 825.00 25.0 602-49450-370 INSURANCE AGENT OF RECORD .00 .00 .00 .00 .0 602-49450-379 INSURANCE DEDUCTIBLES .00 .00 .00 .00 .0 602-49450-381 GAS & ELECTRIC 6,713.52 6,713.52 35,000.00 28,286.48 19.2 602-49450-382 WATER UTILITIES .00 .00 1,100.00 1,100.00 .0 602-49450-383 MCES-SEWER 256,895.16 256,895.16 770,690.00 513,794.84 33.3 602-49450-387 INTERGOVERNMENTAL SERVICES 14,388.56 14,388.56 115,000.00 100,611.44 12.5 602-49450-401 REPAIRS/MAINT-OFFICE EQUIP .00 .00 .00 .00 .0 602-49450-402 REPAIRS/MAINT-AUTO EQUIP .00 .00 .00 .00 .0 602-49450-403 REPAIRS/MAINT-MISC. EQUIP 2,950.41 2,950.41 5,000.00 2,049.59 59.0 602-49450-404 REPAIRS/MAINT-BLDGS/GROUNDS .00 .00 500.00 500.00 .0 602-49450-406 REPAIRS/MAINT-SWR LINES/LIFTS 5,645.97 5,645.97 120,000.00 114,354.03 4.7 602-49450-408 LOSS ON DISPOSAL OF ASSETS .00 .00 .00 .00 .0 602-49450-409 DEPRECIATION & AMORTIZATION 106,250.00 106,250.00 425,000.00 318,750.00 25.0 602-49450-415 OTHER EQUIPMENT RENTALS .00 .00 1,000.00 1,000.00 .0 602-49450-416 SOFTWARE LICENSING .00 .00 .00 .00 .0 602-49450-433 MEMBERSHIPS .00 .00 750.00 750.00 .0 176 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2024 SEWER OPERATING FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/17/2024 10:54PM PAGE: 8 602-49450-437 TRAINING & DEVELOPMENT .00 .00 4,500.00 4,500.00 .0 602-49450-438 ADMINISTRATIVE CHARGE 28,750.00 28,750.00 115,000.00 86,250.00 25.0 602-49450-439 MEETING EXPENSES .00 .00 .00 .00 .0 602-49450-440 SPECIAL EQUIPMENT REPLACEMENT .00 .00 .00 .00 .0 602-49450-441 LICENSES & TAXES .00 .00 .00 .00 .0 602-49450-443 REPAIRS/MAINT-I&I REDUCTION .00 .00 75,000.00 75,000.00 .0 602-49450-489 OTHER MISCELLANEOUS CHARGES 23.98 23.98 5,000.00 4,976.02 .5 602-49450-613 OTHER INTEREST EXPENSE .00 .00 .00 .00 .0 602-49450-720 OPERATING TRANSFERS 351,075.00 351,075.00 744,300.00 393,225.00 47.2 TOTAL SEWER 895,526.84 895,526.84 2,927,440.00 2,031,913.16 30.6 TOTAL FUND EXPENDITURES 895,526.84 895,526.84 2,927,440.00 2,031,913.16 30.6 NET REVENUE OVER EXPENDITURES (327,211.83)( 327,211.83)( 2,927,440.00)( 2,600,228.17)( 11.2) 177 CITY OF ORONO REVENUES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2024 CONTRACTED RECYCLING FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/17/2024 10:54PM PAGE: 9 603-33439 PERA PENSION - OTHER REVENUE .00 .00 .00 .00 .0 603-33610 COUNTY GRANT-RECYCLING .00 .00 .00 .00 .0 TOTAL SOURCE 33 .00 .00 .00 .00 .0 SOURCE 34 603-34820 RECYCLING PROGRAM FEES 63,425.96 63,425.96 .00 ( 63,425.96).0 TOTAL SOURCE 34 63,425.96 63,425.96 .00 ( 63,425.96).0 SOURCE 37 603-37699 UTILITY PENALTIES 206.32 206.32 .00 ( 206.32).0 TOTAL SOURCE 37 206.32 206.32 .00 ( 206.32).0 SOURCE 39 603-39310 INTEREST ON INVESTMENTS .00 .00 .00 .00 .0 603-39610 MISCELLANEOUS REVENUE .00 .00 .00 .00 .0 TOTAL SOURCE 39 .00 .00 .00 .00 .0 TOTAL FUND REVENUE 63,632.28 63,632.28 .00 ( 63,632.28).0 178 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2024 CONTRACTED RECYCLING FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/17/2024 10:54PM PAGE: 10 603-49500-101 FULL-TIME EMPLOYEES REGULAR 2,132.53 2,132.53 10,300.00 8,167.47 20.7 603-49500-102 FULL-TIME EMPLOYEES OVERTIME .00 .00 3,200.00 3,200.00 .0 603-49500-103 PART-TIME EMPLOYEES .00 .00 .00 .00 .0 603-49500-104 TEMPORARY/SEASONAL EMPLOYEES .00 .00 .00 .00 .0 603-49500-121 PERA 159.90 159.90 1,000.00 840.10 16.0 603-49500-122 FICA 182.24 182.24 1,000.00 817.76 18.2 603-49500-129 PENSION EXPENSE .00 .00 .00 .00 .0 603-49500-135 CITY BENEFIT CONTRIBUTION 600.25 600.25 2,900.00 2,299.75 20.7 603-49500-151 WORKER'S COMP INSURANCE PREM 25.00 25.00 100.00 75.00 25.0 603-49500-221 EQUIPMENT PARTS & ACCESSORIES .00 .00 .00 .00 .0 603-49500-301 AUDITING AND ACCT'G SERVICES .00 .00 .00 .00 .0 603-49500-307 LEGAL-CONSULTING .00 .00 .00 .00 .0 603-49500-313 IT SERVICES 1,250.00 1,250.00 5,000.00 3,750.00 25.0 603-49500-316 CONTRACT RECYCLING PICKUP 56,527.70 56,527.70 225,000.00 168,472.30 25.1 603-49500-319 PROFESSIONAL SERVICES .00 .00 .00 .00 .0 603-49500-322 POSTAGE .00 .00 .00 .00 .0 603-49500-331 TRAVEL EXPENSES .00 .00 .00 .00 .0 603-49500-352 PRINTING & PUBLISHING .00 .00 500.00 500.00 .0 603-49500-361 GENERAL LIABILITY INS 250.00 250.00 1,000.00 750.00 25.0 603-49500-401 REPAIRS/MAINT-OFFICE EQUIP .00 .00 .00 .00 .0 603-49500-416 SOFTWARE LICENSING .00 .00 .00 .00 .0 603-49500-438 ADMINISTRATIVE CHARGE 650.00 650.00 2,600.00 1,950.00 25.0 603-49500-442 SPRING,FALL,X-MAS CLEANUP .00 .00 18,000.00 18,000.00 .0 603-49500-444 ORGANICS RECYCLING 180.56 180.56 3,000.00 2,819.44 6.0 603-49500-489 OTHER MISCELLANEOUS CHARGES 392.20 392.20 .00 ( 392.20).0 TOTAL DEPARTMENT 500 62,350.38 62,350.38 273,600.00 211,249.62 22.8 DEPARTMENT 830 603-49830-312 BANK FEES .00 .00 .00 .00 .0 TOTAL DEPARTMENT 830 .00 .00 .00 .00 .0 TOTAL FUND EXPENDITURES 62,350.38 62,350.38 273,600.00 211,249.62 22.8 NET REVENUE OVER EXPENDITURES 1,281.90 1,281.90 ( 273,600.00)( 274,881.90).5 179 CITY OF ORONO REVENUES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2024 GOLF COURSE PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/17/2024 10:54PM PAGE: 11 MISCELLANEOUS 613-37910 GREEN FEES 6,465.23 6,465.23 .00 ( 6,465.23).0 613-37920 RENTAL-GOLF CARTS & CLUB .00 .00 .00 .00 .0 613-37930 BEER SALES 38.97 38.97 .00 ( 38.97).0 613-37935 POP SALES .00 .00 .00 .00 .0 613-37940 CONCESSIONS-TAXABLE 47.51 47.51 .00 ( 47.51).0 613-37950 CONCESSIONS-NONTAXABLE .00 .00 .00 .00 .0 613-37960 GOLF BALL SALES .00 .00 .00 .00 .0 613-37970 PRO SHOP-TAXABLE 6.00 6.00 .00 ( 6.00).0 613-37980 PRO SHOP-NONTAXABLE (57.58)( 57.58).00 57.58 .0 613-37985 GOLF COURSE PRINTS .00 .00 .00 .00 .0 613-37990 OTHER GOLF COURSE RECEIPTS .00 .00 .00 .00 .0 613-37995 CREDIT CARD DISCOUNT .00 .00 .00 .00 .0 613-37999 CASH OVER/SHORT .00 .00 .00 .00 .0 TOTAL MISCELLANEOUS 6,500.13 6,500.13 .00 ( 6,500.13).0 OTHER SOURCES & TRANSFERS IN 613-39101 SALES OF GENERAL FIXED ASSETS .00 .00 .00 .00 .0 613-39102 COMPENSATION-LOSS FIXED ASSETS .00 .00 .00 .00 .0 613-39310 INTEREST ON INVESTMENTS .00 .00 .00 .00 .0 613-39610 MISCELLANEOUS REVENUE .00 .00 .00 .00 .0 613-39680 SALE OF EQUIPMENT .00 .00 .00 .00 .0 613-39920 RESIDUAL EQUITY TRANSFERS IN .00 .00 .00 .00 .0 TOTAL OTHER SOURCES & TRANSFERS IN .00 .00 .00 .00 .0 TOTAL FUND REVENUE 6,500.13 6,500.13 .00 ( 6,500.13).0 180 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2024 GOLF COURSE PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/17/2024 10:54PM PAGE: 12 GOLF COURSE 613-49830-090 PURCHASES FOR RESALE .00 .00 .00 .00 .0 613-49830-091 BEER FOR RESALE .00 .00 8,000.00 8,000.00 .0 613-49830-092 SOFT DRINKS FOR RESALE .00 .00 4,000.00 4,000.00 .0 613-49830-093 CONCESSIONS FOR RESALE-TXBL .00 .00 1,500.00 1,500.00 .0 613-49830-094 CONCESSIONS FOR RESALE-NONTAX .00 .00 2,000.00 2,000.00 .0 613-49830-095 PRO SHOP ITEMS FOR RESALE 651.77 651.77 4,000.00 3,348.23 16.3 613-49830-099 OTHER FOR RESALE .00 .00 .00 .00 .0 613-49830-101 FULL-TIME EMPLOYEES REGULAR 27,338.81 27,338.81 52,050.00 24,711.19 52.5 613-49830-102 FULL-TIME EMPLOYEES OVERTIME .00 .00 .00 .00 .0 613-49830-103 PART-TIME EMPLOYEES (5,529.50)( 5,529.50)16,300.00 21,829.50 ( 33.9) 613-49830-104 TEMPORARY EMPLOYEES REGULAR .00 .00 65,180.00 65,180.00 .0 613-49830-121 PERA 2,050.41 2,050.41 9,980.00 7,929.59 20.6 613-49830-122 FICA 2,607.89 2,607.89 14,840.00 12,232.11 17.6 613-49830-135 CITY BENEFIT CONTRIBUTION 3,458.77 3,458.77 11,990.00 8,531.23 28.9 613-49830-142 UNEMPLOYMENT BENEFIT PAYMENTS .00 .00 .00 .00 .0 613-49830-143 OPEB EXPENSE .00 .00 .00 .00 .0 613-49830-151 WORKER'S COMP INSURANCE PREM 2,340.00 2,340.00 9,360.00 7,020.00 25.0 613-49830-201 OFFICE SUPPLIES 163.11 163.11 500.00 336.89 32.6 613-49830-212 MOTOR FUELS & LUBRICANTS .00 .00 12,000.00 12,000.00 .0 613-49830-216 CHEMICALS .00 .00 10,000.00 10,000.00 .0 613-49830-221 EQUIPMENT PARTS & ACCESSORIES .00 .00 2,500.00 2,500.00 .0 613-49830-223 BLDG/GROUNDS MAINT. SUPPLIES .00 .00 8,000.00 8,000.00 .0 613-49830-225 LANDSCAPE SUPPLIES 303.92 303.92 .00 ( 303.92).0 613-49830-226 CLOTHING & PERSONAL EQUIPMENT 226.55 226.55 500.00 273.45 45.3 613-49830-240 SMALL TOOLS AND MINOR EQUIP .00 .00 6,000.00 6,000.00 .0 613-49830-301 AUDITING AND ACCT'G SERVICES .00 .00 .00 .00 .0 613-49830-304 ENGINEERING-CONSULTING .00 .00 .00 .00 .0 613-49830-307 LEGAL-CONSULTING .00 .00 .00 .00 .0 613-49830-312 BANK FEES 166.97 166.97 15,000.00 14,833.03 1.1 613-49830-313 IT SERVICES 625.00 625.00 2,500.00 1,875.00 25.0 613-49830-314 FLEET SERVICES 3,750.00 3,750.00 15,000.00 11,250.00 25.0 613-49830-319 PROFESSIONAL SERVICES .00 .00 .00 .00 .0 613-49830-321 TELEPHONE 601.53 601.53 5,000.00 4,398.47 12.0 613-49830-322 POSTAGE .00 .00 .00 .00 .0 613-49830-331 TRAVEL EXPENSES .00 .00 .00 .00 .0 613-49830-340 GENERAL ADVERTISING 313.20 313.20 1,000.00 686.80 31.3 613-49830-343 OTHER ADVERTISING 313.20 313.20 .00 ( 313.20).0 613-49830-352 PRINTING & PUBLISHING .00 .00 2,000.00 2,000.00 .0 613-49830-361 GENERAL LIABILITY INS 1,500.00 1,500.00 6,000.00 4,500.00 25.0 613-49830-362 UMBRELLA LIABILITY INS .00 .00 .00 .00 .0 613-49830-365 BOILER & MACHINERY INS 125.00 125.00 500.00 375.00 25.0 613-49830-366 PROPERTY INSURANCE 1,500.00 1,500.00 6,000.00 4,500.00 25.0 613-49830-367 EQUIPMENT FLOATERS INS 125.00 125.00 500.00 375.00 25.0 613-49830-368 AUTOMOTIVE INSURANCE 125.00 125.00 500.00 375.00 25.0 613-49830-369 DRAM SHOP INSURANCE 300.00 300.00 1,200.00 900.00 25.0 613-49830-370 INSURANCE AGENT OF RECORD .00 .00 .00 .00 .0 613-49830-379 INSURANCE DEDUCTIBLES .00 .00 .00 .00 .0 613-49830-381 GAS & ELECTRIC 1,528.31 1,528.31 11,000.00 9,471.69 13.9 613-49830-382 WATER UTILITIES 414.10 414.10 300.00 ( 114.10)138.0 613-49830-401 REPAIRS/MAINT-OFFICE EQUIP .00 .00 100.00 100.00 .0 613-49830-402 REPAIRS/MAINT-AUTO EQUIP .00 .00 .00 .00 .0 613-49830-403 REPAIRS/MAINT-MISC. EQUIP .00 .00 6,000.00 6,000.00 .0 181 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2024 GOLF COURSE PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/17/2024 10:54PM PAGE: 13 613-49830-404 REPAIRS/MAINT-BLDGS/GROUNDS 2,307.47 2,307.47 10,000.00 7,692.53 23.1 613-49830-409 DEPRECIATION & AMORTIZATION .00 .00 .00 .00 .0 613-49830-415 OTHER EQUIPMENT RENTALS .00 .00 16,000.00 16,000.00 .0 613-49830-433 MEMBERSHIPS 180.00 180.00 500.00 320.00 36.0 613-49830-437 TRAINING & DEVELOPMENT 300.00 300.00 1,000.00 700.00 30.0 613-49830-438 ADMINISTRATIVE CHARGE 2,500.00 2,500.00 10,000.00 7,500.00 25.0 613-49830-440 SPECIAL EQUIPMENT REPLACEMENT .00 .00 .00 .00 .0 613-49830-441 LICENSES & TAXES 311.00 311.00 1,000.00 689.00 31.1 613-49830-489 OTHER MISCELLANEOUS CHARGES .00 .00 200.00 200.00 .0 613-49830-580 OTHER EQUIPMENT 6,000.00 6,000.00 .00 ( 6,000.00).0 613-49830-720 OPERATING TRANSFERS 5,000.00 5,000.00 .00 ( 5,000.00).0 613-49830-730 CONTRIB TO GOVMNTL ACTIVITIES .00 .00 .00 .00 .0 TOTAL GOLF COURSE 61,597.51 61,597.51 350,000.00 288,402.49 17.6 GOLF COURSE - PURCHASES 613-49900-090 PURCHASES FOR RESALE .00 .00 .00 .00 .0 613-49900-091 BEER FOR RESALE .00 .00 .00 .00 .0 613-49900-092 SOFT DRINKS FOR RESALE .00 .00 .00 .00 .0 613-49900-093 CONCESSIONS FOR RESALE-TXBL .00 .00 .00 .00 .0 613-49900-094 CONCESSIONS FOR RESALE-NONTAX .00 .00 .00 .00 .0 613-49900-095 PRO SHOP ITEMS FOR RESALE .00 .00 .00 .00 .0 613-49900-099 OTHER FOR RESALE .00 .00 .00 .00 .0 TOTAL GOLF COURSE - PURCHASES .00 .00 .00 .00 .0 613-79830-313 IT SERVICES .00 .00 .00 .00 .0 TOTAL DEPARTMENT 830 .00 .00 .00 .00 .0 TOTAL FUND EXPENDITURES 61,597.51 61,597.51 350,000.00 288,402.49 17.6 NET REVENUE OVER EXPENDITURES (55,097.38)( 55,097.38)( 350,000.00)( 294,902.62)( 15.7) 182 CITY OF ORONO REVENUES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2024 CABLE FRANCHISE PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/17/2024 10:54PM PAGE: 14 614-33439 PERA PENSION - OTHER REVENUE .00 .00 .00 .00 .0 TOTAL SOURCE 33 .00 .00 .00 .00 .0 SOURCE 38 614-38054 FRANCHISE FEES 16,042.91 16,042.91 .00 ( 16,042.91).0 614-38055 PEG FEES .00 .00 .00 .00 .0 TOTAL SOURCE 38 16,042.91 16,042.91 .00 ( 16,042.91).0 SOURCE 39 614-39310 INTEREST ON INVESTMENTS .00 .00 .00 .00 .0 TOTAL SOURCE 39 .00 .00 .00 .00 .0 TOTAL FUND REVENUE 16,042.91 16,042.91 .00 ( 16,042.91).0 183 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2024 CABLE FRANCHISE PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/17/2024 10:55PM PAGE: 15 CABLE FRANCHISE 614-49840-101 FULL-TIME EMPLOYEES REGULAR .00 .00 .00 .00 .0 614-49840-102 FULL-TIME EMPLOYEES OVERTIME .00 .00 .00 .00 .0 614-49840-121 PERA .00 .00 .00 .00 .0 614-49840-122 FICA .00 .00 .00 .00 .0 614-49840-129 PENSION EXPENSE .00 .00 .00 .00 .0 614-49840-135 CITY BENEFIT CONTRIBUTION .00 .00 .00 .00 .0 614-49840-143 OPEB EXPENSE .00 .00 .00 .00 .0 614-49840-151 WORKER'S COMP INSURANCE PREM .00 .00 .00 .00 .0 614-49840-201 OFFICE SUPPLIES .00 .00 .00 .00 .0 614-49840-221 EQUIPMENT PARTS & ACCESORIES .00 .00 .00 .00 .0 614-49840-301 AUDITING AND ACCT'G SERVICES .00 .00 2,000.00 2,000.00 .0 614-49840-307 LEGAL-CONSULTING .00 .00 .00 .00 .0 614-49840-313 IT SERVICES 2,500.00 2,500.00 10,000.00 7,500.00 25.0 614-49840-319 PROFESSIONAL SERVICES .00 .00 15,000.00 15,000.00 .0 614-49840-329 INTERNET/OTHER COMMUNICATIONS 1,868.00 1,868.00 15,000.00 13,132.00 12.5 614-49840-401 REPAIRS/MAINT-OFFICE EQUIP .00 .00 .00 .00 .0 614-49840-409 DEPRECIATION & AMORTIZATION 4,500.00 4,500.00 18,000.00 13,500.00 25.0 614-49840-438 ADMINISTRATIVE CHARGE 650.00 650.00 2,600.00 1,950.00 25.0 TOTAL CABLE FRANCHISE 9,518.00 9,518.00 62,600.00 53,082.00 15.2 TOTAL FUND EXPENDITURES 9,518.00 9,518.00 62,600.00 53,082.00 15.2 NET REVENUE OVER EXPENDITURES 6,524.91 6,524.91 ( 62,600.00)( 69,124.91)10.4 184 CITY OF ORONO REVENUES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2024 STORM WATER UTILITY OP FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/17/2024 10:55PM PAGE: 16 651-33439 PERA PENSION - OTHER REVENUE .00 .00 .00 .00 .0 651-33490 STATE GRANT-OTHER .00 .00 .00 .00 .0 651-33800 OTHER GRANTS/AIDS .00 .00 .00 .00 .0 TOTAL SOURCE 33 .00 .00 .00 .00 .0 SOURCE 37 651-37699 UTILITY PENALTIES 556.91 556.91 .00 ( 556.91).0 TOTAL SOURCE 37 556.91 556.91 .00 ( 556.91).0 MISCELLANEOUS 651-38110 STORM WATER SEVICE CHGS 188,378.69 188,378.69 .00 ( 188,378.69).0 651-38120 ST WTR/DRAINAGE TRUNK FEES .00 .00 .00 .00 .0 TOTAL MISCELLANEOUS 188,378.69 188,378.69 .00 ( 188,378.69).0 OTHER SOURCES & TRANSFERS IN 651-39310 INTEREST ON INVESTMENTS .00 .00 .00 .00 .0 651-39610 MISCELLANEOUS REVENUE .00 .00 .00 .00 .0 651-39640 REFUNDS & REIMBURSEMENTS .00 .00 .00 .00 .0 651-39680 SALE OF EQUIPMENT .00 .00 .00 .00 .0 651-39910 OPERATING TRANSFERS IN .00 .00 .00 .00 .0 TOTAL OTHER SOURCES & TRANSFERS IN .00 .00 .00 .00 .0 TOTAL FUND REVENUE 188,935.60 188,935.60 .00 ( 188,935.60).0 185 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2024 STORM WATER UTILITY OP FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/17/2024 10:55PM PAGE: 17 STORM WATER 651-49910-101 FULL-TIME EMPLOYEES REGULAR 32,096.50 32,096.50 157,600.00 125,503.50 20.4 651-49910-102 FULL-TIME EMPLOYEES OVERTIME 578.87 578.87 .00 ( 578.87).0 651-49910-104 TEMPORARY/SEASONAL EMPLOYEES .00 .00 16,000.00 16,000.00 .0 651-49910-121 PERA 2,450.53 2,450.53 11,800.00 9,349.47 20.8 651-49910-122 FICA 2,551.00 2,551.00 13,400.00 10,849.00 19.0 651-49910-129 PENSION EXPENSE .00 .00 .00 .00 .0 651-49910-135 CITY BENEFIT CONTRIBUTION 5,314.32 5,314.32 29,900.00 24,585.68 17.8 651-49910-143 OPEB EXPENSE .00 .00 .00 .00 .0 651-49910-151 WORKER'S COMP INSURANCE PREM 2,600.00 2,600.00 10,400.00 7,800.00 25.0 651-49910-201 OFFICE SUPPLIES 443.43 443.43 1,000.00 556.57 44.3 651-49910-212 MOTOR FUELS & LUBRICANTS 23.86 23.86 .00 ( 23.86).0 651-49910-221 EQUIPMENT PARTS & ACCESSORIES 1,293.88 1,293.88 1,000.00 ( 293.88)129.4 651-49910-223 BLDG/GROUNDS MAINT. SUPPLIES .00 .00 .00 .00 .0 651-49910-226 CLOTHING & PERSONAL EQUIPMENT 949.41 949.41 .00 ( 949.41).0 651-49910-227 UTILITY SYSTEM MAINT. SUPPLIES 314.50 314.50 6,000.00 5,685.50 5.2 651-49910-240 SMALL TOOLS AND MINOR EQUIP .00 .00 1,000.00 1,000.00 .0 651-49910-301 AUDITING AND ACCT'G SERVICES .00 .00 4,250.00 4,250.00 .0 651-49910-304 ENGINEERING-CONSULTING .00 .00 9,000.00 9,000.00 .0 651-49910-305 GIS/MAPPING 3,573.00 3,573.00 10,000.00 6,427.00 35.7 651-49910-307 LEGAL-CONSULTING .00 .00 500.00 500.00 .0 651-49910-313 IT SERVICES 1,437.50 1,437.50 5,750.00 4,312.50 25.0 651-49910-314 FLEET SERVICES 4,500.00 4,500.00 18,000.00 13,500.00 25.0 651-49910-319 PROFESSIONAL SERVICES .00 .00 .00 .00 .0 651-49910-321 TELEPHONE .00 .00 .00 .00 .0 651-49910-322 POSTAGE 1,434.46 1,434.46 4,000.00 2,565.54 35.9 651-49910-331 TRAVEL EXPENSES .00 .00 .00 .00 .0 651-49910-352 PRINTING & PUBLISHING .00 .00 .00 .00 .0 651-49910-361 GENERAL LIABILITY INS 1,000.00 1,000.00 4,000.00 3,000.00 25.0 651-49910-362 UMBRELLA LIABILITY INS 125.00 125.00 500.00 375.00 25.0 651-49910-366 PROPERTY INSURANCE .00 .00 .00 .00 .0 651-49910-367 EQUIPMENT FLOATERS INS 75.00 75.00 300.00 225.00 25.0 651-49910-368 AUTOMOTIVE INSURANCE 25.00 25.00 100.00 75.00 25.0 651-49910-370 INSURANCE AGENT OF RECORD .00 .00 .00 .00 .0 651-49910-379 INSURANCE DEDUCTIBLES .00 .00 .00 .00 .0 651-49910-401 REPAIRS/MAINT-OFFICE EQUIP .00 .00 .00 .00 .0 651-49910-402 REPAIRS/MAINT-AUTO EQUIP .00 .00 .00 .00 .0 651-49910-404 REPAIRS/MAINT-BLDGS/GROUNDS .00 .00 .00 .00 .0 651-49910-406 REPAIRS/MAINT-SWR LINES/LIFTS .00 .00 10,000.00 10,000.00 .0 651-49910-409 DEPRECIATION & AMORTIZATION 18,750.00 18,750.00 75,000.00 56,250.00 25.0 651-49910-415 OTHER EQUIPMENT RENTALS .00 .00 2,000.00 2,000.00 .0 651-49910-416 SOFTWARE LICENSING .00 .00 .00 .00 .0 651-49910-433 MEMBERSHIPS 11,070.50 11,070.50 55,000.00 43,929.50 20.1 651-49910-437 TRAINING & DEVELOPMENT .00 .00 1,000.00 1,000.00 .0 651-49910-438 ADMINISTRATIVE CHARGE 13,750.00 13,750.00 55,000.00 41,250.00 25.0 651-49910-489 OTHER MISCELLANEOUS CHARGES .00 .00 100.00 100.00 .0 651-49910-510 LAND .00 .00 .00 .00 .0 651-49910-513 EASEMENTS & RIGHTS OF WAY .00 .00 .00 .00 .0 651-49910-592 STORM SEWER UTILITY CONST .00 .00 .00 .00 .0 651-49910-720 OPERATING TRANSFERS .00 .00 .00 .00 .0 TOTAL STORM WATER 104,356.76 104,356.76 502,600.00 398,243.24 20.8 186 CITY OF ORONO EXPENDITURES WITH COMPARISON TO BUDGET FOR THE 3 MONTHS ENDING MARCH 31, 2024 STORM WATER UTILITY OP FUND PERIOD YTD BUDGET UNEXPENDED PCNT FOR ADMINISTRATION USE ONLY 25 % OF THE FISCAL YEAR HAS ELAPSED 04/17/2024 10:55PM PAGE: 18 TOTAL FUND EXPENDITURES 104,356.76 104,356.76 502,600.00 398,243.24 20.8 NET REVENUE OVER EXPENDITURES 84,578.84 84,578.84 ( 502,600.00)( 587,178.84)16.8 187 Valley National Bank 919853KZ3 CD RBC 3/25/2024 3/25/2027 4.60% $244,000.00 $244,000.00Northwest Bank-Lake Oswego, ID 66736ACH0 CD RBC 3/28/2024 3/28/2029 4.65% $248,000.00 $248,000.00Bank Hapoalim BM NY US 6251A6T2 CD UBS 3/27/2024 3/30/2026 4.80% $244,000.00 $244,000.00Investment Name Invest # Type Broker Purchase Maturity Date RateCity of OronoAs of 3/31/2024InvestmentsCost Par Value 188 Date: April 22, 2024 Item: 14 Presenter: Adam Edwards, City Administrator / Engineer Section: Council Committee Reports Title: Review Council Committee Reports 1.Purpose: The purpose of the agenda item is for the Orono council members to update one another on recent council committee meetings. 2.Last Meeting: A. The Communications Committee met on April 11th 3.Members: A. Communications Committee Council Members. Denny Walsh & Maria Veach City Staff Members. Adam Edwards and Christine Lusian AGENDA ITEM COUNCIL ACTION REQUESTED Discussion Item - no formal action required. Exhibits A. 240411-Communication Committee Agenda.docx 189 Communications Committee Agenda 11 April 2024 1. Old Business. A. Communications update – Summary of last month’s efforts B. Communications Initiatives (1)Communication position Update. o Discussed with HR Committee. o Communication Specialist / Public Information Officer-Performs professional and technical work of moderate difficulty coordinating the jurisdiction's internal and external communication activities. o Budget impact analysis LMC Salary Survey Low: $ 32.00 High: $ 44.71 equates to grade 9 in Orono Step 3/Grade 9 is $73,000 / yr with benefits that will be around $100,000 / year o Draft JD prepared (2) Engagement Opportunities o Blog is an option for us to engage with community on various topics. Here is an example: https://www.oronomn.gov/Blog.aspx?IID=1#item. This is probably more city-driven. We post info, public can comment or discuss. o Community Voice is another option: https://www.oronomn.gov/CommunityVoice. This is probably more community-driven. Public submits idea, community can comment or discuss. 2. New Business. A. Upcoming Events o Spring Cleanup o PW Facility Open house o OFD Start / Officer Swearing in B. Social Media Policy o Recent concerns raised. o Conducting Legal review C. Code of Conduct Development o Communication committee to take on per last council meeting 3.Any other Business. 190