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Home My WebLink AboutAgendas/Packets - 2021.09.01 - 40410QAKLANC COUNTY PARKS Great -Parks for 6rwt-Peoplo eptember 202 Commission Meeting The 14 Oakland County Parks contribute to the high quality of life that attracts businesses and residents to its 62 communities. Since 1966, the Oakland County Parks system has grown to 6,700 acres, offering a wide variety of year-round recreation opportunities ranging from camping, hiking, swimming, boating, golfing and picnicking to cross-country skiing, ice skating and ice fishing. OaklandCountyParks.com M V OAKLAND COUNTY PARKS AND RECREATION COMMISSION Regular Monthly Meeting Agenda Oakland County Parks Activity Center, 2800 Watkins Lake Rd, Waterford 48328 Wednesday, September 1, 2021 @ 2:00 p.m. Gary McGillivray, Chairperson PG # Call Meeting to Order Roll Call Pledge of Allegiance 2-3 Approval of Agenda 8-14 Approval of Minutes Meeting of August 4. 2021 Public Comment 13-16 PRESENTATIONS/RECOGNITIONS: ACTION REOUIRED 17-18 NACPRO Marketing and Millage Awareness Award Irfer�xatiexal Informational COMMUNICATIONS/REPORTS: ACTION REOUIRED 19-20 A. Capital Improvement Expense Summary Receive & File CONSENT AGENDA: ACTION REOUIRED 21-22 1 OCPR Monthly Revenue and Expenditure Budget to Actual Report for Month Receive & File Ending 07/31/2021 (FM 10 FY 21) 23 2 Monthly Revenue and Expenditure Comparison Report for Month Ending Receive & File 07/31/2021 (FM 10 FY 21) 24-28 3 Monthly Revenue and Expenditure Report by Line Item for Month Ending Receive & File 07/31/2021 (FM 10 FY 21) 29 4 Monthly Capital Equipment Report for Month Ending 06/30/2021 07/31/2021 Receive & File (FM 10 FY 21) 30 5 Monthly Revenue and Expenditure Average Comparison Report for Month Ending Receive & File 07/31/2021 (FM 10 FY 21) 31 6 Capital Improvement Projects Budget to Actual Report & Statement of Net Receive & File Position For Month Ending 07/31/2021 (FM 10 FY 21) 32 7 FY 2021 Fiscal Services 3rd Quarter Financial Forecast Receive & File 33-36 8 FY 2021 Fiscal Services 3rd Quarter Facilities Maintenance Budget Amendments Receive & File 37-38 9 Monthly Purchasing Reports for Month Ending 07/30/2021 (FM 10 FY 21) Receive & File 39 10 Maintenance Management Plan Budget Receive & File 40-43 11 Capital Improvement Program - Project Report Receive & File 44-45 12 2021 3rd Quarter Contributions Report Receive & File REGULAR AGENDA: ACTION REOUIRED 46-58 13 A. Final Approval of Proposed FY 2022-2024 OCPR Operating Budget Approval & Fwd to BOC B. Final Approval of Proposed FY 2022-2026 Capital Improvement Program Plan Approval & Fwd to BOC (CIP-Funded from Net Position) Final Approval of Proposed FY 2022-2026 Maintenance Management Plan (MMP- 59-198 Funded in the Operating Budget) Final Approval of Proposed FY 2022-2026 Natural Resources Management Plan (NR-Funded in the Operating Budget) 199-206 C. Final Approval of Proposed FY2022 Capital Equipment Budget Approval & Fwd to BOC (Funded from Net Position) 207-280 14 Davisburg Mill Pond Dam Removal & Restoration Project -Construction Approval Documents & Bidding Phase 281-288 15 Michigan Department of Natural Resources - Fisheries Habitat Grant Program Approval & Fwd to BOC Grant Acceptance (Mill Pond Dam Removal/Restoration) 289-303 16 Electrify America Solar Vehicle Charging Station License Agreement - Holly Oaks Approval ORV Park 304-356 17 Updated Stormwater Standards Approval 357-358 18 Request to Sell Alcohol on Commission Property - MI Antiques Festival Approval 19 Request to Sell Alcohol on Commission Property - Clarkston State Bank Back 359-360 Roads Half Marathon Approval UNFINISHED BUSINESS: ACTION REOUIRED PRESENTER(S) / PHONE # Gary MeCillivovf / 09 W59 Sue Wells / 858-4634 PRESENTER(S) / PHONE # Jeff Phelps / 858-5319 PRESENTER(S) / PHONE # Jeff Phelps / 858-5319 Jeff Phelps / 858-5319 Jeff Phelps / 858-5319 Jeff Phelps / 858-5319 Jeff Phelps / 858-5319 Jeff Phelps / 858-5319 Jeff Phelps / 858-5319 Jeff Phelps / 858-5319 Phil Castonia / 858-0909 Mike Donnellon / 343-6290 Mike Donnellon / 343-6290 Melissa Prowse / 249-2801 PRESENTER(S) / PHONE # Sue Wells / 858-4634 Mike Donnellon / 343-6290 Tom Hughes / 343-1011 Zachary Crane / 240-1079 Melissa Prowse / 249-2801 Melissa Prowse / 249-2801 Melissa Prowse / 249-2801 Jim Dunleavy / 343-6224 Jim Dunleavy / 343-6224 PRESENTER(S) / PHONE # NEW & MISCELLANEOUS BUSINESS 361-370 20 Executive Officer Report 21 Executive Committee Update ANNOUNCEMENTS ADJOURNMENT TO OCTOBER 6, 2021 at 2:00 p.m. or the Call of the Chair ACTION REOUIRED PRESENTER(S) / PHONE # Receive & File Sue Wells / 858-4634 Informational Gary McGillivray / 709-0359 QAKLAND COUNTY PARKS Oakland County Parks and Recreation Commission Aaenda Summary for Wednesday. September 1. 2021 The agenda is summarized below. Commission Members can contact persons listed for additional information. :7*•9=1LlkIF 11ICLl11NX0101eiki111d107LII • Robert Kostin-Long-time Parks Commissioner • NACPRO Marketing and Millage Awareness Award COMMUNICATIONS: A. Capital Improvement Expense Summary Communication item lists the capital project agenda items requiring approval and the financial impact on the Amount Available for Capital Improvement and Capital Equipment. Contact: J. Phelps 248-858-5319 CONSENT AGENDA: 1. Revenue and Expenditure Budget to Actual Report by Budget Center Monthly comparison of budgeted vs. actual revenue and expense by budget center. Available after month -end closing. Contact: J. Phelps 248-858-5319 2. Revenue and Expenditure Comparison Report by Budaet Center Monthly comparison of actual revenue and expense by budget center. Available after month -end closing. Contact: J. Phelps 248-858-5319 3. Revenue and Expenditure Report by Line Item Monthly actual revenue and expense for entire Parks & Recreation fund. Available after month -end closing. Contact: J. Phelps 248-858-5319 4. Monthly Capital Equipment Report Monthly comparison of budgeted vs. actual capital equipment purchases. Available after month -end closing. Contact: J. Phelps 248-858-5319 5. Monthly Average Comparison Report The `Monthly Average Comparison Report' compares monthly revenue and expense activity to a five-year average. Contact: J. Phelps 248-858-5319 3 6. ►I 8. 9. 10. 11. 12 Capital Improvement/Illustrative Net Position-Unrestricted/Planned Use of Balance The Capital Improvement/Illustrative Net Position-Unrestricted/Planned Use of Balance' report presents a budget- to- actual comparison of active capital improvement projects, an illustrative representation of the Net Position - Unrestricted accounts reflective of the Parks and Recreation Commission's Net Position policy, the current year adjustments made to the Planned Use of Balance account, and detail of operating enhancement projects. Contact: J. Phelps 248-858-5319 FY 2021 Fiscal Services 31 Quarter Financial Forecast A summary of financial activity variances as of June 30, 2021. Contact: J. Phelps 248-858-5319 FY 2021 Fiscal Services 3rd Quarter Facilities Maintenance Budget Amendments A summary of FY2021 3rd Quarter Budget Amendments. Contact: J. Phelps 248-858-5319 Monthly Parks Purchasing Reports — July 2021 - Month Ending 0713012021 (FM 10, FY21) Today staff will present a monthly status report on the Purchasing Activity from Month 10 of Fiscal Year 2021 (July 2021) for Parks and Recreation. Monthly Purchasing Expenditure Report — July 2021 Contact: P. Castonia 248-858-0909 o/ 248-343-0368 c Maintenance Management Plan Budaet - FY 2021 Monthly budget report for the FY2021 Maintenance Management Plan. Contact: M. J. Donnellon, Jr. 248-343-6290 Pending Capital Improvement Program-Proiect Report Monthly written project status report on OCPR Pending Capital Improvement Program Projects. Contact: M. J. Donnellon, Jr. 248-343-6290 2021 3rd Quarter Contributions Report Staff is recommending the Commission receive and file the FY2021 3rd Quarter Contributions Report. Contact: M. Prowse REGULAR AGENDA: 248-249-2801 13. A. Final Approval of Proposed FY 2022-2024 OCPR Operatina Budaet Recommendation to approve the Fiscal Year 2022-2024 Oakland County Parks and Recreation Proposed Operating Budget and adopt the Fiscal Year 2022 General Appropriations Act resolution balancing total appropriations with available resources in the amount of $34,197,675; and approve FY 2022 Proposed Capital Equipment Plan budget in the amount of $642,500; and approve the FY2022 Capital Improvement budget in the amount of $4,406.000 and $1,860,796 for the Maintenance Management Plan. Contact: J. Phelps/S. Wells 248-858-5319 / 248-858-4634 4 B. Final Approval of Proposed FY 2022-2026 Capital Improvement Proaram Plan Proposed FY2022-FY2026 Asset Management Plans (Final Approval) • Capital Improvement Proaram Plan (CIP) Net Position • Maintenance Manaaement Plan (MMP) ODeratina Budaet • Natural Resource Manaaement Plan (NR). ODeratina Budaet This proposed Asset Management Plan has been developed by staff and Commission for capital improvement, facility maintenance and natural resource management of over 230 Oakland County Parks and Recreation Commission (OCPRC) assets, buildings, natural areas, and recreational features within 14 park locations, beginning the FY2022 budgetary review process. See Attachment A for the preliminary program/project lists and a preliminary 5-year forecast. Commission Action: Approval Budget Review History: January 2021 April 2021 June 2021 Staff Recommendation: Staff recommend approval for the FY2022 Proposed Asset Management Plans, in the total amount of $5,956,800. i. Capital Improvement Program subtotal $ 4,406,000 ii. Maintenance Management Plan subtotal $ 684,800 iii. Natural Resource Management Plan Subtotal $ 866,000 iv. TOTAL $ 5,956,800 Contact: M. J. Donnellon, Jr. 248-343-6290 C. Final Approval of Proposed FY 2022 Capital Equipment Budaet (Funded from Net Position) The Oakland County Parks Operations staff is providing the proposed FY2022 Capital Equipment list for budget approval. The proposed Capital Equipment consists of maintenance equipment, kitchen equipment and recreation equipment over $5,000. The proposed Capital Equipment is for existing parks and does not include equipment that would be necessary for potential future park developments or acquisitions Commission Action: Budget Approval Budget: $642,500 Approval History: Conceptual Approval 8/2021 Staff Recommendation: Proceed with the approval of the proposed FY2022 Capital Equipment Budget in the amount of $642,500. Contact: T. Hughes 248-343-1011 14. Davisburp Mill Pond Dam Removal & Restoration Proiect-Construction Documents and Bidding Phase Staff is presenting 100% design plans and engineers' opinion of cost as part of the conceptual approval for the Davisburg mill pond dam removal & restoration project. Also, Staff recommends amendment to AECOM contract #5528 in the amount of $84,725 to proceed with final construction drawings, specifications, permitting and bidding for the mill pond dam removal and restoration project, pending Charter Township of Springfield Board approval at their September 9th, 2021 meeting. Commission Action: Conceptual Approval Budget: SAC Millpond Dam Removal & Restoration $825,000 Contact: Z. Crane 248-240-1079 5 15. Michipan Department of Natural Resources -Fisheries Habitat Grant Program Grant Acceptance (Mill Pond Dam Removal/Restoration Oakland County Parks and Recreation and Springfield Township share in the joint maintenance and repair of the Mill Pond Dam as well as the maintenance of the Mill Pond in Springfield Township. This is due to OCPR and Springfield Township being the majority landowners on either side of the Mill Pond and the dam. The Mill Pond is part of Springfield Oaks Golf Course (it defines the north boundary of the golf course), and OCPR also owns Rotary Park on the north side of the dam. Springfield Township owns and operates Mill Pond Park, to the north and east of the Mill Pond. Knowing the dam was reaching the end of its useful life and in need of repair, OCPR and the Township partnered in 2019 to conduct a feasibility study for the dam, contracting with AECOM to produce the plan, including significant public involvement. The final report indicated that due to the crushed outlet pipe that is not repairable, the dam would need to be fully replaced, or removed. Replacement of the dam was estimated between $1.2M - $1.3M. Removal of the dam and restoration of the natural stream channel was estimated at $1.5 - $1.7M. However, there are multiple grant opportunities associate with removal of the dam, and no grant opportunities associated with the replacement, therefore removing the dam should be less out-of-pocket expense for OCPR and the Township than replacing the dam. There are also significant ecological and environmental benefits associated with removing the dam, such as re -connecting the natural stream channel to the benefit of many native species including rainbow darter, sunfishes, and state species of concern including mudpuppy and rainbow mussels. The restoration of the impoundment back to prairie fen habitat will also provide critical habitat and linkages for species such as the federally threatened eastern Massasauga rattlesnake. Current Request: In February 2021 staff applied for a grant from the Michigan Department of Natural Resources Fisheries Habitat Grant Program. We received notification of the grant award ($345,000) in May and received the attached Project Agreement in July. Staff Recommendation: Staff is recommending the Commission approve the acceptance of the grant of $345,000 from the Michigan Department of Natural Resources Fisheries Habitat Grant Program for the Mill Pond Dam Removal and Restoration Project and forward the grant agreement to the Oakland County Board of Commissioners for their approval. Contact: M. Prowse 248-249-2801 16. Electrifv America Solar Vehicle Chaminp Station License Apreement-Holly Oaks ORV Park Staff were approached by both JEEP and Electrify America about an opportunity to house a solar -powered electric vehicle charging station at Holly Oaks ORV Park. JEEP has partnered with Electrify America to place these charging stations at various high -profile off -road locations around the country. The charging station will be located in the Holly Oaks ORV Park parking lot. Electrify America will cover all costs associated with installation of the charging station, as well as all maintenance costs. In addition, Electrify America will pay Oakland County Parks and Recreation $100 per month while the station is at Holly Oaks. With the Holly Oaks parking lot Phase II construction pending for next year, Electrify America has offered to provide a temporary unit to be installed this fall (ideally prior to the Detroit 4Fest taking place September 24-26). They will then, at no expense to OCPRC, replace it with a semi -permanent charging station next year once the second phase of the parking lot is complete, and staff can designate a permanent home for it. At the time of agenda publication, the agreement was still being reviewed by Corporation Counsel. The agreement will be e-mailed to Commissioners prior to the Commission meeting. The term of the license agreement is through December 31, 2023. Staff feel that this is a unique and exciting way to provide electric vehicle charging at the park while building our relationship with JEEP and aligning nicely with the direction and discussion of the OCPR Sustainability Committee. Staff will promote and highlight the new charging station through a press release and social media posts. Staff Recommendation: Staff recommends the Commission approve the license agreement with Electrify America for a solar -powered vehicle charging station to be located at Holly Oaks ORV Park through December 31, 2023. Contact: M. Prowse 248-249-2801 A 17. Updated Stormwater Standards Oakland County Parks and Recreation (OCPR) is required by law to manage stormwater runoff from parklands and prevent pollution to local streams and lakes. The Clean Water Act mandates that discharge of stormwater from a conveyance system — like a pipe, ditch, or channel - to tributaries of navigable waters must be done according to a National Pollutant Discharge Elimination System (NPDES) Phase II permit obtained from the US Environmental Protection Agency and the Michigan Department of Environment, Great Lakes and Energy. The Oakland County Water Resources Commissioner's Office (WRC) holds the NPDES Phase II permit for Oakland County properties and OCPR Natural Resources Management staff coordinate with WRC to implement permit requirements and best management practices, track and monitor required stormwater infrastructure within the parks, and provide necessary data and information for reporting purposes. WRC has been working to develop an updated NPDES Phase II permit and as part of that process, developed new Stormwater Engineering Design Standards in coordination with the Regional Stormwater Standards Coordination Committee consisting of stormwater experts from Oakland, Macomb, Wayne, and Livingston Counties. The standards impact water quality, water volume and flood control including, but not limited to, specific standards for Channel Protection Volume Control (Infiltration), Channel Protection Rate Control (Extended Detention), and Operations and Maintenance. These standards will apply to development and re -development projects that are greater than one acre in size and will not require retrofitting of existing infrastructure or changes to existing parks maintenance practices. Staff Recommendation: Staff recommends approval of the Oakland County -wide Stormwater Engineering Design Standards as submitted by the Water Resources Commissioner's Office and for the Chairperson to sign the attached Memorandum for Adoption of Oakland County Stormwater Engineering Design Standards for County Properties. Contact: M. Prowse 248-249-2801 18. Reauest to Sell Alcohol on Commission Propertv-DRAW (Disaster Relief At Work. Inc.) Staff is very excited to be working with the promoter of the Clarkston State Bank Back Roads Half Marathon. This will the 91h year for this annual event. The race starts and ends at Independence Oaks County Park. We have recently received a request for DRAW (Disaster Relief At Work, Inc.) to serve Alcohol at the Clarkston State Bank Back Road Half Marathon in support of their Disaster Relief At Work Program, for November 14, 2021, DRAW is a 501(c) (3) dedicated to providing relief services to communities hit by natural disasters. Per the Oakland County Parks and Recreation rules and regulations, DRAW is requesting to sell alcohol at Independence Oaks County Park during the Clarkston State Bank Back Roads Half Marathon. Staff Recommendation: Staff recommends the Commission approve the temporary liquor license for DRAW (Disaster Relief At Work, Inc.) to sell alcohol at the Back Roads Half Marathon, to be held at Independence Oaks County Park November 14, 2021. Contact: J. Dunleavy 248-343-6224 NEW & MISCELLANEOUS BUSINESS: 19. Interim Executive Officer Report Update on current Oakland County Parks and Recreation matters by the Interim Executive Officer. Contact: S. Wells 248-858-4634 20. Executive Committee Update Update on discussions from the previous month's OCPR Commission Executive Committee meeting. Contact: G. McGillivray 248-709-0359 UNFINISHED BUSINESS 01aL*111:1,1 7 Oakland County Parks and Recreation Commission Regular Meeting August 4, 2021 Chairman McGillivray called the Oakland County Parks and Recreation Commission meeting to order at 2:01 p.m. in the Oakland County Parks and Recreation Administration Building Commission Meeting Room. COMMISSION MEMBERS PRESENT: Chairman Gary R. McGillivray, Vice Chairman J. David VanderVeen, Executive Committee Member Christine Long, Yolanda Charles, Amanda Herzog, Andrea LaFontaine, Lance Stokes (7) COMMISSION MEMBERS ABSENT: Secretary Ebony Bagley, Jim Nash, Nancy Quarles (3) ALSO PRESENT: Parks and Recreation OC Fiscal Services/P & R OC Purchasing Oakland County 4H Fair Assoc OCPR Employee Retiree APPROVAL OF AGENDA: Susan M. Wells, Interim Executive Officer Mike Boyd, Park Supervisor -Waterford Oaks Park Phil Castonia, Chief —Business Operations DJ Coffey, Park Supervisor-Groveland Oaks Park Sarah Cook-Maylen, Natural Resources Project Coordinator Mike Donnellon, Chief -Facilities Maintenance & Development Sandy Dorey, Recreation Program Supervisor Jim Dunleavy, Chief -Park Operations & Maint. - N. District Colin Gibbs, Maintenance Supervisor II Tom Hughes, Chief —Park Operations & Maint. - S. District Melissa Prowse, Supervisor of Planning Brandy Sotke-Boyd, Chief -Recreation Programs and Services Jeff Phelps, Fiscal Services Coordinator Andy Krumwiede, Buyer II LC Scramlin, General Manager Steve Dendler Moved by Mr. Stokes, supported by Mr. VanderVeen to approve the agenda as submitted. AYES: Charles, Herzog, LaFontaine, Long, McGillivray, Stokes, VanderVeen (7) NAYS: (0) Motion passed on a unanimous voice vote. APPROVAL OF MINUTES: Moved by Ms. Charles, supported by Ms. Herzog to approve the minutes of the Oakland County Parks and Recreation Commission Regular Meeting of July 7, 2021, as submitted. AYES: Charles, Herzog, LaFontaine, Long, McGillivray, Stokes, VanderVeen (7) NAYS: (0) Motion passed on a unanimous voice vote. F-2 PUBLIC COMMENTS: Oakland County 4H Fair Association General Manager LC Scramlin thanked the OCPR Commission and staff for all the assistance and support with the 2021 Oakland County Fair. This year was the 50t" year the Oakland County Fair has been held at Springfield Oaks County Park. Mr. Scramlin advised OCPR staff always goes the extra mile to assist and make sure everything works so well. He also thanked Oakland County Parks and Recreation for being a sponsor of the Fair for 2021. Mr. Scramlin also serves on the board for the Michigan State Fair and advised the 2021 Michigan State Fair will be held September 2-6, 2021 at Suburban Collection Showplace in Novi. He advised this is the only fair that is a private entity and uses no tax dollars to support this fair. Chairman McGillivray thanked Mr. Scramlin and the Oakland County 4H Fair Association for its leadership and all their work on the Oakland County Fair and the Michigan State Fair. Retired Skilled Maintenance Mechanic - Steven Dendler Colin Gibbs, Maintenance Supervisor 11, presented a plaque to Steve Dendler in recognition for his many dedicated years of service to Oakland County Parks and Recreation. Steve was an Automobile Mechanic 11 and recently retired after more than 9 years of service to Oakland County Parks and Recreation. Lonq-Term Part -Time Emplovee Chris Rodriquez Waterford Oaks Park Supervisor Mike Boyd presented a plaque to Seasonal Program Specialist Chris Rodriquez, in appreciation for his work as a part-time employee at Oakland County Parks and Recreation for 27 years. Chris has driven county buses for programs and events; maintained the Recreation Programs and Services trucks and mobile units; painted; set up and break down of the rentals at Waterford Oaks County Park and mobile unit rentals; and was the DJ, playing music at monthly social events for individuals with disabilities. The Commission thanked and congratulated Mr. Dendler and Mr. Rodrigues for their hard work, dedication, and service to the residents of Oakland County. NACo 2021 Awards Achievement Award -Holly Oaks ORV Park: The Commission received the 2021 National Association of Counties (NACo) Achievement Award Program for Holly Oaks ORV Park. Chief of Park Operations and Maintenance -North District Jim Dunleavy thanked staff for all their hard work and dedication on the ORV Park improvements amenities. NACo 2021 Achievement Award -Best in Class COVID-19 Memorial Walk: Brandy Sotke-Boyd, Chief of Recreation Programs and Services, presented the Commission with the 2021 NACo — Best of Category — Civic Education and Public Information Award. This award was for the OaklandTogether COVID-19 Tribute which was hosted at Waterford Oaks County Park. This program paid tribute to the sacrifice and resilience of residents while honoring the collective pain and loss that has touched our lives. The #OaklandTogether COVID-19 Tribute program included: • Virtual Discussion and COVID-19 Update: County Executive David Coulter and Lt. Gov. Garlin Gilchrist participated in a virtual discussion about COVID-19 and the inequities people of color faced when confronting the virus. • Top County Officials Remember One Year of Living with COVID-19 video: Executive Coulter and other County officials reflect on the pandemic and discuss the tragedies, suffering and heroism many experienced since March 10, 2020. • Remembrance and Gratitude Story Maps: Crowdsourced story maps for stories and photos of those we have lost to COVID-19 on the Remembrance Map as well as appreciation for acts of kindness for frontline workers and support for local businesses on the Gratitude Map. • #OaklandTogether COVID-19 Tribute Walk: A half -mile immersive light display that paid homage to those we've lost to COVID-19, gave thanks to those who risked their lives to keep us safe, and expressed gratitude for those who have helped us through the last year. These NACo Awards were presented to Oakland County Parks and Recreation at the NACo Annual Conference and Exposition held on July 11, 2021 in Prince George's County, Maryland. 4 COMMUNICATIONS/REPORTS: Capital Improvement Expense Summary OCPR Fiscal Services Coordinator Jeff Phelps advised there are three items on the agenda requiring Unrestricted Net Position funding which total $52,637: Water Road (Rose Township) Property Donation $ 25,000 CISMA Phragmites Treatments $ 18,345 Red Oaks Waterpark — Family Restroom $ 9,292 Total $ 52,637 In addition, the Consent Agenda includes an amendment to the operating budget for Budgeted Equity Adjustments in the amount of $125,093 as part of the Accounts Receivable Write-off with Fuller Oak Management. The balance of Unrestricted Net Position as of June 30, 2021 is $28,597,122 which is a decrease of $1,114,653 from the May 31, 2021, balance of $29,711,775. The revised FY2021 Amended Budget as of June 30, 2021 is $33,480,279. The Unrestricted Net Position policy sets a recommended balance of funds to be set at 50% of the operating budget. The revised requirement of Unrestricted Net Position funds is $16,740,139. The Parks and Recreation fund is currently $11,856,983 above the policy requirement. Moved by Mrs. Long, supported by Ms. Herzog to receive and file the Communications/Capital Improvement Expense Summary Report. AYES: Charles, Herzog, LaFontaine, Long, McGillivray, Stokes, VanderVeen (7) NAYS: (0) Motion passed on a roll call vote. CONSENT AGENDA: Moved by Mrs. Long, supported by Mr. VanderVeen to approve Items 1 through 13 under Consent Agenda, as follows: 1. OCPR Monthly Revenue and Expenditure Budget to Actual Report for Month Ending 06/30/2021 (FM 09 FY 21) 2. Monthly Revenue and Expenditure Comparison Report for Month Ending 06/30/2021 (FM 09 FY 21) 3. Monthly Revenue and Expenditure Report by Line Item for Month Ending 06/30/2021 (FM 09 FY 21) 4. Monthly Capital Equipment Report for Month Ending 06/30/2021 (FM 09 FY 21) 5. Monthly Revenue and Expenditure Average Comparison Report for Month Ending 06/30/2021 (FM 09 FY 21) 6. Capital Improvement Projects Budget to Actual Report & Statement of Net Position For Month Ending 06/30/2021 (FM 09 FY 21) 7. Maintenance Management Plan Budget 8. Monthly Purchasing Reports for Month Ending 05/31/2021 (FM 08 FY 21) 9. Pending Capital Improvement Project Report 10. FY2022 Project Approval Schedule 11. Springfield Oaks Ellis Barn - Budget Amendment 10 AYES NAYS: 12. Contracted Fall 2021 Phragmites Treatments 13. Fuller Oaks Management Account Receivable Write -Off Resolution WHEREAS Oakland County and Fuller Oak Management, LLC entered into a contract (County Contract #004048) for food and beverage services at Addison Oaks Conference Center and Glen Oaks Conference Center and Grill Room (collectively "Facilities") with an effective of January 1, 2016 ("Contract'), approved by Miscellaneous Resolution #14020; and WHEREAS during the COVID-19 Pandemic, certain prohibitions/restrictions were placed on the use of the Facilities and food and beverage services at the Facilities; and WHEREAS because of these prohibitions/restrictions and the decrease in revenues, Oak Management approached the Oakland County Parks and Recreation Commission requesting forgiveness of certain fees under the Contract; and WHEREAS the Oakland County Parks and Recreation Commission Chairperson created a Work Group to examine this request; and WHEREAS the Work Group had several meetings and with the assistance of the Department of Corporation Counsel drafted the attached Contract Amendment to resolve the issue; and WHEREAS because the attached Contract Amendment provides for forgiveness of certain fees required by the Contract, Miscellaneous Resolution #93135 requires Oakland County Board of Commissioners approval; and WHEREAS the Oakland County Parks and Recreation Commission recommends the Oakland County Board of Commissioners approve and authorize the execution (pursuant to Oakland County Purchasing Policies and Procedures) of the attached Contract Amendment with Fuller Oak Management to provide for debt forgiveness pursuant to Miscellaneous Resolution #93135. NOW THEREFORE BE IT RESOLVED the Oakland County Board of Commissioners approves and authorizes the execution (pursuant to Oakland County Purchasing Policies and Procedures) of the attached Contract Amendment with Fuller Oak Management to provide for accounts receivable write- off pursuant to Miscellaneous Resolution #93135. BE IT FURTHER RESOLVED to write-off $41,932.80 in Fiscal Year 2020 for Glen Oaks Conference Center and $55,585.35 in Fiscal Year 2020 for Addison Oaks Conference Center. Also, to write-off $52,435.79 in Fiscal Year 2021 for Glen Oaks Conference Center and $69,507.90 in Fiscal Year 2021 for Addison Oaks Conference Center. BE IT FURTHER RESOLVED the FY2021 budget is amended. PARKS AND RECREATION FUND #50800 Expenses: FY2021 5060427-160044-732046 Uncollectible Accounts Receivable $ 94,369 5060417-160044-732046 Uncollectible Accounts Receivable 125,093 5060666-160666-796500 Budgeted Equity Adjustments (219,462) $-0- Chairperson, on behalf of the Legislative Affairs & Government Operations Committee, I move the adoption of the foregoing resolution. Charles, Herzog, LaFontaine, Long, McGillivray, Stokes, VanderVeen (7) (0) Motion passed on a roll call vote. REGULAR AGENDA: 11 Red Oaks Waterpark Familv Restroom - Budaet Amendment Moved by Ms. LaFontaine, supported by Ms. Charles to approve the Red Oaks Waterpark Family Restroom Construction contract amendment to CE Gleeson Constructors of Troy, Michigan, in the amount of $28,599 of staff authorized change orders, for a total project amount of $286,313. Staff further recommends funding the additional $9,292.00 from Unrestricted Net Position as follows: Net Position — Unrestricted Net Position Unrestricted ($9,292) 50800-5060201-160900-740030 Capital Improvement Program $9,292 $-0- AYES: Charles, Herzog, LaFontaine, Long, McGillivray, Stokes, VanderVeen (7) NAYS: (0) Motion passed on a roll call vote. OCPR Proposed 2022 Annual Vehicle Permit Fees OCPR staff recommended maintaining the current Resident Annual Motor Vehicle Fees, Non -Resident Annual Motor Vehicle fees and Non -Resident Senior Citizen/Adaptive/Active Military Annual Motor Vehicle fees for 2022 that were approved for 2021 for the following day -use and dog parks: Addison Oaks, Groveland Oaks, Highland Oaks, Independence Oaks, Lyon Oaks, Orion Oaks, Red Oaks, Rose Oaks, and Waterford Oaks. OCPR Staff contacted the staff at Huron -Clinton Metroparks and have been advised HCMA will also continue to keep the same fees for 2022 that were approved for 2021. Moved by Ms. Herzog, supported by Ms. Charles to approve the fees for the OCPR Resident Annual Motor Vehicle, Non -Resident Senior Citizen/Adaptive/Active MilitaryAnnual MotorVehicle, and Second Vehicle Discount Annual Motor Vehicle passes and non-resident Annual Vehicle Passes for 2022 that were approved for 2021 for the following day -use and dog parks: Addison Oaks, Groveland Oaks, Highland Oaks, Independence Oaks, Lyon Oaks, Orion Oaks, Red Oaks, Rose Oaks, and Waterford Oaks, as listed below: Revenue Type of Vehicle Permit 2018 2019 2020 2021 Fee Proposed 2022 Fee Daily Motor Vehicle Permits Regular (Non -Resident Rate) $ 56,430 $ 55,49D $ 4,5,156 $12/car/day $12/car/day Resident Discount $ 171,826 $ 174,48D $137,89❑ $5/carfday $5/car/day Annual Motor Vehicle Permit Regular {Nan -Resident} $ 16,D32 $12,240 $16,900 $48 $48 Regular {Non -Resident} 2nd Vehicle Discount $ 380 $380 $418 $38 $38 1 Resident Discount $ 234,221 $ 173,160 $ 223,622 $3o $30 1 Resident 2nd Vehicle Discount $ 17,152 $ 14,175 $ 14,550 S15 $15 1 Non -Resident Seniors/Military/Persons with Disabilities $4,392 $3,008 $2,784 $32 $32 1 Non -Res Seniors/MilitaryfPersons with Disabilities 2nd Vehicle Discount $25 $175 $150 $25 $25 OCPRfHCMA Joint pass $ 132,986 $ 113,634 $109,032 $64 $54 Buses/Vans Resident Buses/Vans $1/person ($8 min) $lfperson ($6 min) Nan -Resident BusesiVans $2/person ($Z $2/person )$10 min)I Buses/Vans seniors/Mllitaryf Perso is with Disabilities (12 passenger+) $12/bus/van/da $12/bus/van/day Walk-ins/Bike-firs. at Day -Use Parks Free Free Fourth of July Fireworks at Groveland Oaks with Annual Vehicle Pass Freel Fourth of July Fireworks at Groveland Oaks without Annual Vehicle Pass $10 after p.m.1 (Oakland County Parks Days at the Oakland County Fair Free Freel Vehicle Permit Group Discounts Quantity Price/Permit 25-ILOO $25 1 101-250 $20 1 $251+ $15 1 12 And move to approve the agreement with Huron Clinton Metroparks Association (HCMA) to sell 2022 Joint OCPR/HCMA Annual Vehicle Park Permit Passes. AYES: Charles, Herzog, LaFontaine, Long, McGillivray, Stokes, VanderVeen (7) NAYS: (0) Motion passed on a roll call vote. Water Road (Rose Township) Property Donation Update and Request for Capital Proiect Creation Supervisor of Planning Melissa Prowse advised the Commission the acceptance of the donation of 32 acres of land along Water Road was approved at the April OCPR Commission meeting. Staff has been advised the property owners will be contributing $15,000 toward the costs for the acquisition, which should bring the costs for Oakland County Parks and Recreation between $4,000-$5,000. This property is located between Highland Oaks and Rose Oaks county parks and is connected to the Michigan Nature Association Preserve. The estimated value of the property is $330,000. Moved by Ms. LaFontaine, supported by Mr. Stokes to approve the creation of a capital project in the amount of $25,000 for the acquisition (via donation) of the Water Road property in Rose Township. AYES: Charles, Herzog, LaFontaine, Long, McGillivray, Stokes, VanderVeen (7) NAYS: (0) Motion passed on a roll call vote. Appointment of New Parks & Recreation Director Moved by Mr. Stokes, supported by Ms. Herzog to make a conditional offer of employment to Lawrence Hemingway for the position of Oakland County Parks and Recreation Director, contingent upon the satisfactory and successful completion of the pre -employment physical, passing a complete and thorough background check, and approval of the appointment by the Oakland County Board of Commissioners. AYES: Charles, Herzog, LaFontaine, Long, McGillivray, Stokes, VanderVeen (7) NAYS: (0) Motion passed on a roll call vote. Commissioner LaFontaine requested moving forward that the Commission is being true to Oakland County Parks and Recreation policy in monitoring employee behavior in order to protect the organization. Commissioner Charles advised for future employment interviews with the OCPR Commission it would be appropriate to make sure the same questions are asked of all candidates. UNFINISHED BUSINESS: There was no Unfinished Business. NEW & MISCELLANEOUS BUSINESS: Commissioner Herzog provided an update on the status of the Environmental Sustainability Committee. The committee is working on creating short-term and long-term objectives and action items. Key focus areas will be public education and engagement; 5-Year OCPR Master Plan; and how these will align with the countywide sustainability plan. The next meeting will be August 12, 2021 at 2:00 p.m. via Zoom. 13 Commissioner Herzog also thanked OCPR staff for the two-day tour of the parks in the north and south districts that was conducted for the new members of the OCPR Commission. The Commissioners were able to see the parks, speak with staff, and hear some of the challenges staff is currently facing. Executive Officer Report In addition to the Executive Officer's Report filed in the agenda packet, Interim Executive Officer Susan Wells provided an update on the following items: • The next OCPR Commission meeting will be held in person on Wednesday, September 1, 2021 at 2:00 p.m. at the Oakland Parks and Recreation Commission Meeting Room, 2800 Watkins Lake Road, Waterford, MI 48328 • The next OCPRC Executive Committee meeting is scheduled on Monday, August 16, 2021 at 1:00 p.m. via teleconference • OCPR Golf Revenues & Starts Comparison Report through July 31, 2021 • Storm damage and clean up at Glen Oaks Golf Course. Interim Executive Officer Susan Wells thanked all staff that participated in the storm clean up at Glen Oaks Golf Course for volunteering to assist, for clearing the damage and the 35 trees that were blown down during the storm, and for getting it all done so quickly. The golf course was only closed one and one-half days due to power outages in the area. Executive Committee Update Chairman McGillivray advised the discussion at the last OCPRC Executive Committee meeting included the recommendation on the request from Fuller Oak Management LLC on its request to waive the outstanding debt for past due utilities and contractual payments from the OCPR Conference Centers; OCPR waterparks and wave pools; and OCPR golf courses. The next OCPRC Executive Committee meeting will be August 16, 2021 at 1:00 p.m. via teleconference. ANNOUNCEMENTS: Commissioner Charles requested staff research if there could be additional areas in the southern section of Oakland County to sell the OCPR Annual Vehicle Permits/Park Passes. ADJOURNMENT: Meeting adjourned at 2:47 p.m. Ebony Bagley, Secretary Vicky Valko, Recording Secretary 14 SEPTEMBER 1, 2021 To: Chairman McGillivray and Commission Members From: Susan M. Wells, Interim Executive Officer Submitted: August 26, 2021 Subject: Recognition of OCPR Commissioner Robert E. Kostin INTRODUCTION AND HISTORY ADMINISTRATION Gary R. McGillivray, Chairman of the Oakland County Parks and Recreation Commission, will be recognizing Mr. Robert E. Kostin for his many dedicated years of service to the Oakland County Parks and Recreation Commission at the meeting on August 4, 2021. 15 A GAKLAND 4 COUNTY PARKS Great Darks for Great (People The Oakland County Parks and Recreation Commission and staff thank Robert Kostin for 12 years of service to the residents of Oakland County as a citizen parks commissioner. During his tenure, he saw the approval of the first -ever increase for the parks millage as well as the opening of four parks - Catalpa Oaks, Red Oaks Dog Park, Independence Oaks -North and Holly Oaks ORV Park; the installation of an Archery Range and Safety Path at Independence Oaks; and OCP assuming management of the Oakland County Farmers Market and Red Oaks Nature Center. Along the way there were numerous facility, natural resources, trail and accessibility improvements throughout the parks system. Mr. Kostin's support and dedication to the parks system and programs has been truly appreciated by staff, and his contributions will be enjoyed by generations to come. We are thankful for his leadership and grateful for his friendship. September 2021 SEPTEMBER 1, 2021 ADMINISTRATION To: Chairman McGillivray and Commission Members From: Susan M. Wells, Interim Executive Officer Subject: NACPRO Marketing and Millage Awareness Award INTRODUCTION AND HISTORY Oakland County Parks has been selected to receive the 2021 National Association of County Parks and Recreation Association (NACPRO) Award for their 2020 Millage Awareness Campaign. 17 NATIONAL ASSOCIATION NACPRO An Affiliate of the National Association of Counties OF COUNTY PARR AND RECREATION OFFICIALS and National Recreation and Park Association 2021-22 Executive Board President Holli Browder July 23, 2021 Director Columbus Parks and Recreation, GA Phone:706-225-4658 Susan Wells hbrowder@columbusga.org Oakland County Parks and Recreation 2800 Watkins Lake Rd Past President Waterford, MI 48328 Joe Roszak Chief Operating Officer Cleveland Metroparks, OH Phone: 216-635-3218 Dear Ms. Wells: jvr@clevelandmetroparks.com President Elect I would like to congratulate Oakland County Parks and Recreation for being Monique Horton Odom selected to receive a 2021 National Association of County Park and Director Metro Nashville Parks Department Recreation Association (NACPRO) Award. These awards, decided upon by Phone: 615-862-8400 your peers, leaders in county and regional park agencies, recognize monique.odom@nashville.gov excellence in programs, projects, facilities and individuals that move our profession forward. The award nominations are shared with our national Vice President Aimee Vosper membership to encourage other agencies to be creative and innovative Deputy Director leaders in parks and recreation. Fairfax County Park Authority, VA Phone: 703-324-8536 On behalf of the Board of Directors of NACPRO, I am pleased to present the aimee.vosper@fairfaxcounty.gov Marketing Award for your 2020 Mjllage Awareness Campaign. Your success Secretary is an example that we can all learn from. Your leadership, vision and Jeff Perry commitment enriches the communities you serve in Oakland County. Director Anoka County Parks & Recreation, MN Sincerely, Phone:763-324-3409 jeff.perry@co.anoka.mn.us Treasurer Eric Call Director Palm Beach County Parks & Recreation, FL c Phone: 561-966-6614 ecall@pbcgov.org Holli Browder Executive Director NACPRO President Brenda Adams-Weyant PO Box 74 Marienville, PA 16239 Phone:814-927-8212 brendaaw@verizon.net 18 SEPTEMBER 1, 2021 To: Chairman McGillivray and Commission Members From: Susan M. Wells, Interim Executive Officer Jeff Phelps, Parks and Recreation Fiscal Coordinator AGENDA ITEM A ADMINISTRATION Subject: COMMUNICATION ITEM — Capital Improvement Expense and Budgeted Equity Adjustment Summary and Unrestricted Net Position Projection Report INTRODUCTION AND HISTORY There are no FY2021 capital improvement or equipment items on today's agenda requiring Unrestricted Net Position funding. However, contained in the consent agenda is the Fiscal Services FY2021 V Quarter Financial Forecast which includes an operating budget amendment reducing account #796500 Budgeted Equity Adjustments by ($91,695). The balance of the Unrestricted Net Position account as of July 31, 2021, is $27,377,088. This is a decrease of ($1,220,034) from the June 30, 2021, balance of $28,597,122. The FY2021 Amended Budget as of July 31, 2021, is $33,480,279. The Unrestricted Net Position policy sets a recommended balance of funds to be set at 50% of the operating budget. The requirement of Unrestricted Net Position funds is $16,740,139. The Parks and Recreation fund is currently $11,856,983 above the policy requirement. 19 Agenda Item A Parks and Recreation Commission FY2021 Unrestricted Net Position Forecast As of July 31, 2021 Unrestricted Net Position Balance: As of July 31, 2021 Adjust: Unrestricted Net Position $ 27,377,088 Projected operating variance (July -September 2021) $ (2,356,294) Capital Improvement and Equipment Budget Expenses to Date Remaining FY2021 Capital Equipment Budget $ 382,845 $ (373,920) $ 8,925 FY2018-FY2021 Active Capital Improvement Projects $ 3,680,946 $ (3,435,337) $ 245,609 $ 4,063,791 $ (3,809,257) $ 254,534 $ (254,534) Approved Amendments vet to be posted in People5oft: Water Road (Rose Township) Property Donantion - exact amount to be determined $ (25,000) CISMA Phragmites Treatments $ (18,345) Red Oaks Waterpark - Family Restroom $ (9,292) $ (52,637) Agenda Amendments to be approved at the August meeting: None Projected Net Position Unrestricted - September 30, 2021 $ 24,713,622 Prepared by Fiscal Services 8/24/2021 7 B Unrestricted Net Position 20 SEPTEMBER 1, 2021 CONSENT AGENDA ITEM NO. 1-6 FISCAL SERVICES - P&R ACCOUNTING To: Chairman McGillivray and Commission Members From: Sue Wells, Interim Executive Officer Jennifer Adcock, Fiscal Services Supervisor II Jeffrey Phelps, Fiscal Services Coordinator Subject: OCPR Monthly Financial Reports (July 2021, FY2021) 1. REVENUE AND EXPENDITURE BUDGET TO ACTUAL REPORT BY BUDGET CENTER July 2021 (FM 10, FY 2021) 2. REVENUE AND EXPENDITURE COMPARISON REPORT BY BUDGET CENTER July 2021 (FM 10, FY 2021) 3. REVENUE AND EXPENDITURE REPORT BY LINE ITEM July 2021 (FM 10, FY 2021) 4. CAPITAL EQUIPMENT REPORT July 2021 (FM 10, FY 2021) 5. REVENUE AND EXPENDITURE AVERAGE COMPARISON REPORT July 2021 (FM 10, FY 2021) 6. CAPITAL IMPROVEMENT PROJECTS BUDGET TO ACTUAL REPORT AND STATEMENT OF NET POSITION July 2021 (FM 10, FY 2021) 21 Agenda Item No. 1 OAKLAND COUNTY PARKS AND RECREATION COMMISSION REVENUE AND EXPENSE BUDGET TO ACTUAL REPORT FM 10 FY 2021 FOR MONTH ENDING 07/31/2021 2021 YEAR TO (OVER) % OF REVENUE BUDGET DATE UNDER BUDGET BUDGET ADMINISTRATIVE SERVICES: Millage Tax 21,611,300.00 21,564,747.73 46,552.27 99.8% Capital Contributions 71,675.00 46,675.00 25,000.00 65.1 % Other 746,154.00 609,261.48 136,892.52 81.7% GLEN OAKS GOLF COURSE 816,700.00 768,647.96 48,052.04 94.1 % LYON OAKS GOLF COURSE 1,202,000.00 1,064,422.25 137,577.75 88.6% RED OAKS GOLF COURSE 350,000.00 322,093.21 27,906.79 92.0% SPRINGFIELD OAKS GOLF COURSE 737,561.00 637,227.85 100,333.15 86.4% WHITE LAKE OAKS GOLF COURSE 755,300.00 643,610.32 111,689.68 85.2% ADDISON OAKS CONFERENCE CENTER 152,000.00 22,861.17 129,138.83 15.0% GLEN OAKS CONFERENCE CENTER 128,145.00 27,474.58 100,670.42 21.4% GROVELAND OAKS CONCESSIONS 58,500.00 1,471.53 57,028.47 2.5% LYON OAKS CONFERENCE CENTER 43,000.00 1,074.82 41,925.18 2.5% LYON OAKS RESTAURANT SVS 199,000.00 128,535.28 70,464.72 64.6% RED OAKS WATERPARK CONCESSIONS 221,015.00 22,908.55 198,106.45 10.4% SPRINGFIELD OAKS RESTAURANT SV 140,000.00 71,804.56 68,195.44 51.3% WATERFORD OAKS WATERPARK CONCESSIONS 113,000.00 0.00 113,000.00 0.0% WHITE LAKE OAKS CONFERENCE CENTER 78,000.00 0.00 78,000.00 0.0% WHITE LAKE OAKS RESTAURANT SVS 140,500.00 69,906.33 70,593.67 49.8% OAKLAND COUNTY MARKET 190,250.00 112,230.90 78,019.10 59.0% ADDISON OAKS PARK 744,906.00 671,649.58 73,256.42 90.2% GROVELAND OAKS PARK 1,170,968.00 918,345.78 252,622.22 78.4% HIGHLAND OAKS PARK 12,550.00 7,535.00 5,015.00 60.0% INDEPENDENCE OAKS PARK 303,346.00 242,928.84 60,417.16 80.1% LYON OAKS PARK 165,000.00 82,451.50 82,548.50 50.0% ORION OAKS PARK 136,200.00 64,912.00 71,288.00 47.7% RED OAKS DOG PARK 48,000.00 43,340.00 4,660.00 90.3% RED OAKS PARK 8,300.00 1,308.24 6,991.76 15.8% ROSE OAKS PARK 6,600.00 0.00 6,600.00 0.0% SPRINGFIELD OAKS PARK 232,000.00 143,993.63 88,006.37 62.1% WATERFORD OAKS PARK 86,800.00 38,479.00 48,321.00 44.3% HOLLY OAKS ORV PARK 573,000.00 221,247.00 351,753.00 38.6% RECREATION PROGRAMS & SERVICES 315,000.00 78,965.76 236,034.24 25.1 % CATALPA OAKS PARK 30,250.00 22,385.00 7,865.00 74.0% RED OAKS WATERPARK 1,514,159.00 387,430.71 1,126,728.29 25.6% WATERFORD OAKS BMX 500.00 4,371.00 (3,871.00) 874.2% WATERFORD OAKS WATERPARK 378,600.00 0.00 378,600.00 0.0% TOTAL REVENUE 33,480,279.00 29,044,296.56 4,435,982.44 86.8% EXPENSE ADMINISTRATIVE SERVICES 9,912,397.00 4,455,025.59 5,457,371.41 44.9% PARKS PARTNERSHIP 797,570.00 0.00 797,570.00 0.0% AUDITING 41,282.00 5,795.02 35,486.98 14.0% FISCAL SERVICES ADMINISTRATION 149,335.00 119,338.58 29,996.42 79.9% FISCAL SERVICES PARKS & REC 470,771.00 305,811.47 164,959.53 65.0% GLEN OAKS GOLF COURSE 981,268.00 875,555.15 105,712.85 89.2% LYON OAKS GOLF COURSE 1,448,050.00 1,191,587.63 256,462.37 82.3% RED OAKS GOLF COURSE 624,169.00 503,464.53 120,704.47 80.7% SPRINGFIELD OAKS GOLF COURSE 830,468.00 620,663.07 209,804.93 74.7% WHITE LAKE OAKS GOLF COURSE 819,255.00 689,814.56 129,440.44 84.2% ADDISON OAKS CONFERENCE CENTER 246,967.00 207,048.02 39,918.98 83.8% GLEN OAKS CONFERENCE CENTER 269,300.00 165,640.78 103,659.22 61.5% GROVELAND OAKS CONCESSIONS 81,884.00 8,226.53 73,657.47 10.0% LYON OAKS CONFERENCE CENTER 216,456.00 186,351.07 30,104.93 86.1% LYON OAKS RESTAURANT SVS 293,140.00 88,895.44 204,244.56 30.3% RED OAKS WATERPARK CONCESSIONS 277,077.00 73,477.26 203,599.74 26.5% SPRINGFIELD OAKS RESTAURANT SV 256,825.00 112,443.03 144,381.97 43.8% WATERFORD OAKS WATERPARK CONCESSIONS 104,509.00 6,379.12 98,129.88 6.1% WHITE LAKE OAKS CONFERENCE CENTER 198,968.00 166,900.16 32,067.84 83.9% WHITE LAKE OAKS RESTAURANT SVS 270,550.00 117,079.33 153,470.67 43.3% OAKLAND COUNTY MARKET 212,978.00 136,678.97 76,299.03 64.2% ADDISON OAKS PARK 1,773,923.00 1,341,555.02 432,367.98 75.6% GROVELAND OAKS PARK 1,620,226.00 1,158,716.78 461,509.22 71.5% HIGHLAND OAKS PARK 82,580.00 63,653.80 18,926.20 77.1% INDEPENDENCE OAKS PARK 1,281,156.00 853,075.76 428,080.24 66.6% LYON OAKS PARK 341,532.00 256,508.77 85,023.23 75.1 % ORION OAKS PARK 227,336.00 163,348.23 63,987.77 71.9% RED OAKS DOG PARK 142,896.00 105,656.53 37,239.47 73.9% RED OAKS PARK 211,510.00 146,267.38 65,242.62 69.2% ROSE OAKS PARK 95,343.00 82,202.39 13,140.61 86.2% SPRINGFIELD OAKS PARK 651,529.00 566,351.00 85,178.00 86.9% WATERFORD OAKS PARK 746,362.00 597,163.50 149,198.50 80.0% HOLLY OAKS ORV PARK 695,159.00 517,972.41 177,186.59 74.5% RECREATION PROGRAMS & SERVICES 1,758,767.00 1,111,400.79 647,366.21 63.2% CATALPA OAKS PARK 215,304.00 161,385.35 53,918.65 75.0% RED OAKS WATERPARK 1,630,953.00 824,041.28 806,911.72 50.5% WATERFORD OAKS BMX 19,387.00 21,508.85 (2,121.85) 110.9% WATERFORD OAKS WATERPARK 717,821.00 254,638.00 463,183.00 35.5% FACILITIES & MAINTENANCE 2,740,796.00 1,268,430.80 1,472,365.20 46.3% INTERNAL FUND CHARGES * 0.00 0.00 0.00 N/A TOTAL EXPENSE 33,455,799.00 19,530,051.95 13,925,747.05 58.4% REVENUE OVER/(UNDER) EXPENSE 24,480.00 9,514,244.61 * Internal Fund YTD Expense: Internal Service and other funds payments in transit 22 Agenda Item No. 2 OAKLAND COUNTY PARKS AND RECREATION COMMISSION REVENUE AND EXPENSE COMPARISON REPORT FOR MANAGEMENT PURPOSES ONLY FM 10 FY 2021 FOR MONTH ENDING 07/31/2021 YEAR TO DATE REVENUE OVER YEAR TO DATE YEAR TO DATE REVENUE OVER EXPENSE (UNDER) EXPENSE BUDGET CENTER REVENUE EXPENSE (UNDER) EXPENSE W/O DEPRECIATION W/O DEPRECIATION ADMINISTRATIVE SERVICES: ADMINISTRATIVE SERVICES 22,220,684.21 4,455,025.59 17,765,658.62 4,437,531.89 17,783,152.32 PARKS PARTNERSHIP 0.00 0.00 0.00 0.00 0.00 AUDITING 0.00 5,795.02 (5,795.02) 5,795.02 (5,795.02) FISCAL SERVICES ADMINISTRATION 0.00 119,338.58 (119,338.58) 119,338.58 (119,338.58) FISCAL SERVICES PARKS & REC 0.00 305,811.47 (305,811.47) 305,811.47 (305,811.47) ADMINISTRATIVE SERVICES SUB -TOTAL 22,220,684.21 4,885,970.66 17,334,713.55 4,868,476.96 17,352,207.25 GOLF: GLEN OAKS GOLF COURSE 768,647.96 875,555.15 (106,907.19) 742,956.94 25,691.02 LYON OAKS GOLF COURSE 1,064,422.25 1,191,587.63 (127,165.38) 887,731.92 176,690.33 RED OAKS GOLF COURSE 322,093.21 503,464.53 (181,371.32) 384,746.72 (62,653.51) SPRINGFIELD OAKS GOLF COURSE 637,227.85 620,663.07 16,564.78 544,233.07 92,994.78 WHITE LAKE OAKS GOLF COURSE 643,610.32 689,814.56 (46,204.24) 600,598.66 43,011.66 GOLF SUB -TOTAL 3,436,001.59 3,881,084.94 (445,083.35) 3,160,267.31 275,734.28 FOOD SERVICES: ADDISON OAKS CONFERENCE CENTER 22,861.17 207,048.02 (184,186.85) 128,736.32 (105,875.15) GLEN OAKS CONFERENCE CENTER 27,474.58 165,640.78 (138,166.20) 65,295.38 (37,820.80) GROVELAND OAKS CONCESSIONS 1,471.53 8,226.53 (6,755.00) 3,886.23 (2,414.70) LYON OAKS CONFERENCE CENTER 1,074.82 186,351.07 (185,276.25) 113,428.97 (112,354.15) LYON OAKS RESTAURANT SVC 128,535.28 88,895.44 39,639.84 88,331.94 40,203.34 RED OAKS WATERPARK CONCESSIONS 22,908.55 73,477.26 (50,568.71) 70,485.66 (47,577.11) SPRINGFIELD OAKS RESTAURANT SV 71,804.56 112,443.03 (40,638.47) 95,923.38 (24,118.82) WATERFORD OAKS WATERPARK CONCESSIONS 0.00 6,379.12 (6,379.12) 3,419.42 (3,419.42) WHITE LAKE OAKS CONFERENCE CENTER 0.00 166,900.16 (166,900.16) 97,589.06 (97,589.06) WHITE LAKE OAKS RESTAURANT SVC 69,906.33 117,079.33 (47,173.00) 115,494.33 (45,588.00) FOOD SERVICES SUB -TOTAL 346,036.82 1,132,440.74 (786,403.92) 782,590.69 (436,553.87) COUNTY MARKET: OAKLAND COUNTY MARKET 112,230.90 136,678.97 (24,448.07) 133,692.07 (21,461.17) COUNTY MARKET SUB -TOTAL 112,230.90 136,678.97 (24,448.07) 133,692.07 (21,461.17) PARKS: ADDISON OAKS PARK 671,649.58 1,341,555.02 (669,905.44) 1,064,772.90 (393,123.32) GROVELAND OAKS PARK 918,345.78 1,158,716.78 (240,371.00) 886,694.19 31,651.59 HIGHLAND OAKS PARK 7,535.00 63,653.80 (56,118.80) 32,401.30 (24,866.30) INDEPENDENCE OAKS PARK 242,928.84 853,075.76 (610,146.92) 662,769.00 (419,840.16) LYON OAKS PARK 82,451.50 256,508.77 (174,057.27) 200,917.97 (118,466.47) ORION OAKS PARK 64,912.00 163,348.23 (98,436.23) 132,997.29 (68,085.29) RED OAKS DOG PARK 43,340.00 105,656.53 (62,316.53) 82,790.73 (39,450.73) RED OAKS PARK 1,308.24 146,267.38 (144,959.14) 134,357.07 (133,048.83) ROSE OAKS PARK 0.00 82,202.39 (82,202.39) 52,821.59 (52,821.59) SPRINGFIELD OAKS PARK 143,993.63 566,351.00 (422,357.37) 386,271.52 (242,277.89) WATERFORD OAKS PARK 38,479.00 597,163.50 (558,684.50) 473,681.16 (435,202.16) HOLLY OAKS ORV PARK 221,247.00 517,972.41 (296,725.41) 510,471.94 (289,224.94) PARKS SUB -TOTAL 2,436,190.57 5,852,471.57 (3,416,281.00) 4,620,946.66 (2,184,756.09) RECREATION: RECREATION PROGRAMS & SERVICES 78,965.76 1,111,400.79 (1,032,435.03) 1,074,387.10 (995,421.34) CATALPA OAKS PARK 22,385.00 161,385.35 (139,000.35) 83,767.43 (61,382.43) RED OAKS WATERPARK 387,430.71 824,041.28 (436,610.57) 655,717.26 (268,286.55) WATERFORD OAKS BMX 4,371.00 21,508.85 (17,137.85) 19,938.25 (15,567.25) WATERFORD OAKS WATERPARK 0.00 254,638.00 (254,638.00) 204,931.80 (204,931.80) RECREATION SUB -TOTAL 493,152.47 2,372,974.27 (1,879,821.80) 2,038,741.84 (1,545,589.37) FACILITIES & MAINTENANCE: FACILITIES & MAINTENANCE 0.00 1,268,430.80 (1,268,430.80) 1,220,219.46 (1,220,219.46) FACILITIES & MAINTENANCE SUB -TOTAL 0.00 1,268,430.80 (1,268,430.80) 1,220,219.46 (1,220,219.46) OTHER: INTERNAL FUND CHARGES * 0.00 0.00 0.00 0.00 0.00 OTHER SUB -TOTAL 0.00 0.00 0.00 0.00 0.00 TOTAL 29,044,296.56 19,530,051.95 9,514,244.61 16,824,934.99 12,219,361.57 * Internal Fund YTD Expense: Internal Service and other funds payments in transit See the Oakland County website's "Transparency in Government" monthly reports to view the latest monthly financial report detail by budget center: 1. Log on to www.oakgov.com/mcitbud/fiscal/Pages/info pub/parks.aspx 2. Click on each of the Parks and Recreation monthly financial reports you are interested in viewing 'Disclaimer: These columns are for management purposes only to show the budget center's status without depreciation. The Parks & Recreation Fund is classified as an Enterprise fund. Enterprise funds are used to report any activity for which a fee is charged to an external source for goods or services. Depreciation is a method of allocating the cost of a tangible asset over its useful life and is a true operating expense. 23 Agenda Item No. 3 11 PARKS AND REC DEPART Run On: 08/19/2021 at 02:26 PM Account Account Title REVENUES TAXES 601208 Delinquent Tax Prior Years 601637 Property Tax Levy TOTAL TAXES SPECIAL ASSESSMENTS TOTAL SPECIAL ASSESSMENTS FEDERAL GRANTS TOTAL FEDERAL GRANTS STATE GRANTS 615572 State Capital Grants TOTAL STATE GRANTS OTHER INTERGOVERNMENTAL REVENUES 620573 Local Comm Stabilization Share TOTAL OTHER INTERGOVERNMENTAL REVENUES CHARGES FOR SERVICES 630084 Antenna Site Management 630301 Commission Contracts 630308 Commission Food Services 630469 Deck Tennis 630644 Entrance Fees Gen Admission 630651 Entrance Fees Swimming Class 630693 Fees Camping 630700 Fees Day Use 630707 Fees Driving Range 630847 Greens Fees 631001 Interest on Delinquent Taxes 631127 Maintenance Contracts 631253 Miscellaneous 631330 NSF Check Fees 631743 Refunds Miscellaneous 631771 Reimb 3rd Party 631799 Reimb Contracts 631911 Rent House 631918 Rental Equipment 631925 Rental Facilities 631932 Rental Golf Carts 631946 Rental Units or Events 632037 Sales Retail 632128 Special and Sanctioned Races 632135 Special Contracts 632261 Temporary Licenses 632443 Water Feature Ride 632471 Weekly Races TOTAL CHARGES FOR SERVICES EXT ISF CHARGES FOR SERVICES TOTAL EXT ISF CHARGES FOR SERVICES INDIRECT COST RECOVERY TOTAL INDIRECT COST RECOVERY CONTRIBUTIONS 650104 Contributions Operating 650105 Contributions -State Grants COUNTY OF OAKLAND July, Fiscal Year 2021 Monthly Report REVENUE & EXPENDITURE REPORT As of Date: 07/31/2021 Fund: 50800 - Parks and Recreation 2021 Adopted Budget 25,000.00 13,740,000.00 13, 765, 000.00 2021 Amended Budget 290,250.00 21,321,050.00 21, 611, 300.00 - 199,000.00 199,000.00 2021 YTD Actuals 684,721.45 20,880,026.28 21, 564, 747.73 Variance with Amended Budget 394,471.45 (441,023.72) (46, 552.27) (199,000.00) (199, 000.00) Percentage 235.91 % 97.93% 99.78% 0.00% 0.00% 0.00% 0.00% 250,000.00 250,000.00 327,988.66 77,988.66 131.20% 250, 000.00 250, 000.00 327, 988.66 77, 988.66 131.20 % 66,306.00 66,306.00 67,679.98 1,373.98 102.07% 40,750.00 40,750.00 15,801.05 (24,948.95) 38.78% 78,495.00 78,495.00 3,176.74 (75,318.26) 4.05% 4,000.00 4,000.00 7,210.00 3,210.00 180.25% 1,825,000.00 1,825,000.00 342,449.00 (1,482,551.00) 18.76% 13,000.00 13,000.00 - (13,000.00) 0.00% 1,554,000.00 1,554,000.00 1,344,722.79 (209,277.21) 86.53% 1,092,100.00 1,092,100.00 739,829.00 (352,271.00) 67.74% 93,000.00 93,000.00 92,069.00 (931.00) 99.00% 2,436,500.00 2,436,500.00 2,286,408.85 (150,091.15) 93.84% (1,000.00) (1,000.00) (259.48) 740.52 25.95% 8,000.00 8,000.00 14,257.18 6,257.18 178.21 % 3,815.00 3,815.00 4,897.58 1,082.58 128.38% 25.00 25.00 - (25.00) 0.00% 4,900.00 4,900.00 2,524.62 (2,375.38) 51.52% 200.00 200.00 1,335.14 1,135.14 667.57% 278,100.00 278,100.00 55,844.43 (222,255.57) 20.08% 71,125.00 71,125.00 50,478.00 (20,647.00) 70.97% 79,400.00 79,400.00 31,011.00 (48,389.00) 39.06% 649,700.00 649,700.00 364,823.00 (284,877.00) 56.15% 1,152,000.00 1,152,000.00 904,535.10 (247,464.90) 78.52% 173,000.00 173,000.00 55,982.50 (117,017.50) 32.36% 1,095,500.00 1,095,500.00 452,082.96 (643,417.04) 41.27% - - 1,889.00 1,889.00 0.00% 172,500.00 172,500.00 28,459.00 (144,041.00) 16.50% 7,000.00 7,000.00 26,300.00 19,300.00 375.71 % 6,000.00 6,000.00 - (6,000.00) 0.00% - - 2,392.00 2,392.00 0.00% 10,903,416.00 10,903,416.00 6,895,898.44 (4,007,517.56) 63.25% - - - - 0.00% - - - - 0.00% 800.00 2,844.00 6,225.00 3,381.00 218.88% 30,000.00 30,000.00 - (30,000.00) 0.00% 24 11 PARKS AND REC DEPART Run On: 08/19/2021 at 02:26 PM COUNTY OF OAKLAND July, Fiscal Year 2021 Monthly Report REVENUE & EXPENDITURE REPORT As of Date: 07/31/2021 Fund: 50800 - Parks and Recreation 2021 2021 Variance with Adopted Amended 2021 Amended Account Account Title Budget Budget YTD Actuals Budget Percentage 650305 Sponsorships 82,500.00 82,500.00 - (82,500.00) 0.00% TOTAL CONTRIBUTIONS 113,300.00 115,344.00 6,225.00 (109,119.00) 5.40% INVESTMENT INCOME 655077 Accrued Interest Adjustments 40,000.00 20,000.00 (28,128.64) (48,128.64) -140.64% 655385 Income from Investments 400,000.00 238,000.00 177,768.81 (60,231.19) 74.69% TOTAL INVESTMENT INCOME 440,000.00 258,000.00 149,640.17 (108,359.83) 58.00% OTHER REVENUE 670114 Cash Overages - - 199.44 199.44 0.00% 670456 Prior Years Adjustments - 43,559.00 43,563.89 4.89 100.01 % 670570 Refund Prior Years Expenditure - 2,027.00 2,326.63 299.63 114.78% 670627 Sale of Equipment - - 1,100.33 1,100.33 0.00% 670741 Sale of Scrap - - 539.13 539.13 0.00% TOTAL OTHER REVENUES - 45,586.00 47,729.42 2,143.42 104.70% GAIN(LOSS) EXCHANGE OF ASSETS 675356 Loss on Sale of Equipment - - (31,448.76) (31,448.76) 0.00% 675660 Gain on Sale of Vehicles - - 10,882.90 10,882.90 0.00% TOTAL GAIN(LOSS) EXCHANGE OF ASSETS - - (20,565.86) (20,565.86) 0.00% CAPITAL CONTRIBUTIONS 690189 Capital Asset Contributions - 71,675.00 46,675.00 (25,000.00) 65.12% TOTAL CAPITAL CONTRIBUTIONS - 71,675.00 46,675.00 (25,000.00) 65.12% INSURANCE RECOVERIES TOTAL INSURANCE RECOVERIES - - - - 0.00% PROCEEDS ISSUANCE OF BONDS TOTAL PROCEEDS ISSUANCE OF BONDS - - - - 0.00% TRANSFERS IN 695500 Transfers In - 25,958.00 25,958.00 - 100.00% TOTAL TRANSFERS IN - 25,958.00 25,958.00 - 100.00% PLANNED USE OF FUND BALANCE 665882 Planned Use of Balance 2,611,046.00 - - - 0.00% TOTAL PLANNED USE OF FUND BALANCE 2,611,046.00 - - - 0.00% TOTAL REVENUES 28,08Z 762. 00 33,480,279.00 29,044,296.56 (4,435,982.44) EXPENDITURES SALARIES 702010 Salaries Regular 10,773,462.00 11,525,829.00 6,671,895.03 4,853,933.97 57.89% 702030 Holiday - - 244,443.68 (244,443.68) 0.00% 702050 Annual Leave - - 245,162.31 (245,162.31) 0.00% 702073 Parental Leave - - 6,860.56 (6,860.56) 0.00% 702080 Sick Leave - - 103,432.25 (103,432.25) 0.00% 702100 Retroactive - - 802.44 (802.44) 0.00% 702110 Per Diem 9,500.00 9,500.00 6,840.00 2,660.00 72.00% 702140 Other Miscellaneous Salaries - - 44,062.53 (44,062.53) 0.00% 702190 Workers Compensation Pay - - 506.79 (506.79) 0.00% 702200 Death Leave - - 9,350.99 (9,350.99) 0.00% 702300 Disaster Non -Prod Salaries - - 37,126.43 (37,126.43) 0.00% 712020 Overtime 179,900.00 179,900.00 106,888.85 73,011.15 59.42% 712040 Holiday Overtime 1,000.00 1,000.00 8,373.28 (7,373.28) 837.33% 712090 On Call 30,300.00 30,300.00 57,216.99 (26,916.99) 188.83% 25 11 PARKS AND REC DEPART Run On: 08/19/2021 at 02:26 PM Account Account Title TOTAL SALARIES FRINGE BENEFITS 722740 Fringe Benefits 722750 Workers Compensation 722760 Group Life 722770 Retirement 722780 Hospitalization 722790 Social Security 722800 Dental 722810 Disability 722820 Unemployment Insurance 722850 Optical 722900 Fringe Benefit Adjustments TOTAL FRINGE BENEFITS TOTAL CONTROLLABLE PERSONNEL CONTRACTUAL SERVICES 730037 Adj Prior Years Exp 730044 Adj Prior Years Revenue 730072 Advertising 730114 Auction Expense 730121 Bank Charges 730198 Building Maintenance Charges 730240 Cash Shortage 730247 Charge Card Fee 730373 Contracted Services 730429 Custodial Services 730562 Electrical Service 730611 Employees Medical Exams 730646 Equipment Maintenance 730653 Equipment Rental 730786 Garbage and Rubbish Disposal 730789 General Program Administration 730814 Grounds Maintenance 730926 Indirect Costs 731059 Laundry and Cleaning 731073 Legal Services 731115 Licenses and Permits 731136 Logos Trademarks Intellect Prp 731143 Mail Handling -Postage Svc 731213 Membership Dues 731241 Miscellaneous 731269 Natural Gas 731339 Periodicals Books Publ Sub 731346 Personal Mileage 731388 Printing 731500 Public Information 731577 Refund Prior Years Revenue 731626 Rent 731633 Rental Property Maintenance 731689 Security Expense 731780 Software Support Maintenance 731836 Sponsorship 731878 Sublet Repairs 731941 Training 732018 Travel and Conference 732020 Travel Employee Taxable Meals 732039 Twp and City Treas Bonds 732046 Uncollectable Accts Receivable COUNTY OF OAKLAND July, Fiscal Year 2021 Monthly Report REVENUE & EXPENDITURE REPORT As of Date: 07/31/2021 Fund: 50800 - Parks and Recreation 2021 Adopted Budget 10, 994,162.00 3,842,419.00 5,656.00 3,848,075.00 14, 842, 237.00 105,000.00 5,000.00 556,450.00 161, 750.00 99,900.00 25,250.00 590, 750.00 1,170.00 460, 500.00 107,290.00 48, 900.00 918,450.00 1,069,550.00 1,023,000.00 16,895.00 500.00 33,275.00 5,025.00 18, 520.00 25,550.00 179,650.00 850.00 15,400.00 68,050.00 50,835.00 54,415.00 13,600.00 1,172,942.00 16,480.00 8,700.00 600.00 45,925.00 50, 500.00 600.00 2,500.00 2021 Amended Budget 11,746,529.00 3,842,669.00 110,322.00 3, 952, 991.00 15, 699, 520.00 3,058.00 4,671.00 105,000.00 5,000.00 591, 735.00 161, 750.00 109,950.00 25,250.00 590,750.00 1,170.00 460,500.00 118,240.00 48,900.00 764, 095.00 1,360,113.00 1,023,000.00 16,895.00 500.00 33,275.00 5,025.00 18,520.00 25,675.00 179, 650.00 850.00 15,400.00 68,050.00 50,835.00 54,415.00 13,600.00 1,172,942.00 16,480.00 8,700.00 600.00 45,925.00 50,500.00 600.00 2,500.00 2021 YTD Actuals 7,542,962.13 149,133.31 9,637.08 1,298,846.11 746,089.61 392,014.85 73,256.28 71,168.16 7,494.24 6,995.62 2, 754, 635.26 10,297,597.39 6,448.51 4,670.92 53,482.45 284.54 2,377.68 465,074.59 587.50 138,546.31 106,065.30 11,538.73 350,620.71 504.96 338,871.62 158,246.36 24,998.55 1,129,983.61 656,893.50 10,355.88 1,016.99 25,489.19 5,146.60 265.48 10,400.27 9,945.30 120,554.19 166.66 4,453.14 26,054.33 16,803.79 35,600.00 3,888.26 849,268.90 11,430.82 2,500.00 16,327.26 4,658.25 3,663.24 695.00 Variance with Amended Budget 4,203,566.87 3,842,669.00 (149,133.31) (9,637.08) (1,298, 846.11) (746,089.61) (392,014.85) (73,256.28) (71,168.16) (7,494.24) (6,995.62) 110,322.00 1,198,355.74 5,401,922.61 (3,390.51) 0.08 51, 517.55 (284.54) 2,622.32 126,660.41 (587.50) 23,203.69 3,884.70 13,711.27 240,129.29 665.04 121, 628.38 (40,006.36) 23, 901.45 764, 095.00 230,129.39 366,106.50 6,539.12 (516.99) 7,785.81 (121.60) (265.48) 8,119.73 15, 729.70 59,095.81 683.34 10, 946.86 41,995.67 34,031.21 (35,600.00) 54,415.00 9,711.74 323,673.10 5,049.18 6,200.00 600.00 29, 597.74 45,841.75 600.00 (1,163.24) (695.00) Percentage 64.21 % 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 69.68% 210.87% 100.00% 50.94% 0.00% 47.55% 78.60% 0.00% 85.65% 96.47% 45.70% 59.35% 43.16% 73.59% 133.83% 51.12% 0.00% 83.08% 64.21 % 61.30% 203.40% 76.60% 102.42% 0.00% 56.16% 38.74% 67.11 % 19.61 % 28.92% 38.29% 33.06% 0.00% 0.00% 28.59% 72.41 % 69.36% 28.74% 0.00% 35.55% 9.22% 0.00% 146.53% 0.00% 26 11 PARKS AND REC DEPART Run On: 08/19/2021 at 02:26 PM Account Account Title 732102 Water and Sewage Charges 732165 Workshops and Meeting TOTAL CONTRACTUAL SERVICES NON DEPARTMENTAL TOTAL NON DEPARTMENTAL COMMODITIES 750063 Custodial Supplies 750140 Employee Footwear 750154 Expendable Equipment 750287 Maintenance Supplies 750385 Merchandise 750392 Metered Postage 750399 Office Supplies 750448 Postage -Standard Mailing 750476 Recreation Supplies 750504 Small Tools 750511 Special Event Supplies 750581 Uniforms TOTAL COMMODITIES CAPITAL OUTLAY TOTAL CAPITAL OUTLAY DEPRECIATION 761042 Depreciation Park Improvements 761084 Depreciation Buildings 761121 Depreciation Equipment 761156 Depreciation Vehicles TOTAL DEPRECIATION INTERGOVERNMENTAL 762011 Transfer to Municipalities TOTAL INTERGOVERNMENTAL BENEFIT PAYMENTS - RETIREMENT TOTAL BENEFIT PAYMENTS - RETIREMENT PRINCIPAL PAYMENTS TOTAL PRINCIPAL PAYMENTS INTEREST ON DEBT TOTAL INTEREST ON DEBT PAYING AGENT FEES TOTAL PAYING AGENT FEES PYMT TO REFUND BOND ESCROW AGENT TOTAL PYMT TO REFUND BOND ESCROW AGENT DISCOUNT ON BONDS ISSUED TOTAL DISCOUNT ON BONDS ISSUED TOTAL CONTROLLABLE OPERATING INTERNAL SERVICES 771639 Drain Equipment 773630 Info Tech Development 774636 Info Tech Operations COUNTY OF OAKLAND July, Fiscal Year 2021 Monthly Report REVENUE & EXPENDITURE REPORT As of Date: 07/31/2021 Fund: 50800 - Parks and Recreation 2021 2021 Variance with Adopted Amended 2021 Amended Budget Budget YTD Actuals Budget Percentage 274,250.00 274,250.00 199,830.27 74,419.73 72.86% 1,750.00 1,750.00 156.08 1,593.92 8.92% 7, 229, 772.00 7,430,119.00 4, 807, 865.74 2, 622, 253.26 64.71 % - - - - 0.00% 79,550.00 79,550.00 35,961.28 43,588.72 45.21 % 7,140.00 7,140.00 3,541.99 3,598.01 49.61 % 134,400.00 133,077.00 79,123.39 53,953.61 59.46% 3,300.00 3,300.00 1,970.46 1,329.54 59.71 % 487,600.00 487,600.00 195,385.21 292,214.79 40.07% 8,000.00 8,000.00 3,806.92 4,193.08 47.59% 47,400.00 47,400.00 24,214.04 23,185.96 51.08% - - 44.00 (44.00) 0.00% 113,800.00 113,800.00 65,723.05 48,076.95 57.75% 119,975.00 119,975.00 66,934.39 53,040.61 55.79% 143,400.00 143,674.00 67,204.67 76,469.33 46.78% 68,850.00 68,850.00 38,061.47 30,788.53 55.28% 1,213,415.00 1,212,366.00 581,970.87 630,395.13 48.00% 0.00% 1,746,537.00 1,954,437.00 1,553,266.58 401,170.42 79.47% 841,250.00 901,150.00 800,928.40 100,221.60 88.88% 248,610.00 415,610.00 340,736.18 74,873.82 81.98% 38,400.00 18,100.00 10,185.80 7,914.20 56.28% 2, 874, 797.00 3, 289, 297.00 2, 705,116.96 584,180.04 82.24 % 276,320.00 797,570.00 - 797,570.00 0.00% 276,320.00 797,570.00 - 797,570.00 0.00% - - - - 0.00% - - - - 0.00% - - - - 0.00% - - - - 0.00% - - - - 0.00% - - - - 0.00% 11, 594, 304.00 12, 729, 352.00 8, 094, 953.57 4, 634, 398.43 27,000.00 27,000.00 21,445.90 5,554.10 79.43% 25,000.00 25,000.00 27,249.50 (2,249.50) 109.00% 573,327.00 573,327.00 407,055.86 166,271.14 71.00% 27 11 PARKS AND REC DEPART Run On: 08/19/2021 at 02:26 PM Account Account Title 774637 Info Tech Managed Print Svcs 774677 Insurance Fund 775754 Maintenance Department Charges 776659 Motor Pool Fuel Charges 776661 Motor Pool 778675 Telephone Communications TOTAL INTERNAL SERVICES TOTAL INTERNAL SUPPORT TRANSFERS OUT 788001 Transfers Out TOTAL TRANSFERS OUT BUDGETED EQUITY ADJUSTMENTS 796500 Budgeted Equity Adjustments TOTAL BUDGETED EQUITY ADJUSTMENTS TOTAL EXPENDITURES COUNTY OF OAKLAND July, Fiscal Year 2021 Monthly Report REVENUE & EXPENDITURE REPORT As of Date: 07/31/2021 Fund: 50800 - Parks and Recreation 2021 2021 Variance with Adopted Amended 2021 Amended Budget Budget YTD Actuals Budget Percentage 28,950.00 28,950.00 11,347.03 17,602.97 39.20% 252,050.00 252,050.00 232,651.42 19,398.58 92.30% 78,500.00 78,500.00 25,979.97 52,520.03 33.10% 89,820.00 89,820.00 41,736.42 48,083.58 46.47% 410,754.00 410,754.00 261,757.53 148,996.47 63.73% 130,820.00 130,820.00 108,277.36 22,542.64 82.77% 1,616,221.00 1,616,221.00 1,137,500.99 478,720.01 70.38% 1,616,221.00 1,616,221.00 1,137,500.99 478,720.01 30,000.00 30,000.00 - 30,000.00 0.00% 30, 000.00 30, 000.00 - 30, 000.00 0.00% - 3,405,186.00 - 3,405,186.00 0.00% - 3,405,186.00 - 3,405,186.00 0.00% 28, 082, 762.00 33, 480, 279.00 19, 530, 051.95 13, 950, 227.05 28 Agenda Item No. 4 Date Approved Qty. 06/03/20 1 06/03/20 1 07/01 /20 1 07/01 /20 1 06/03/20 1 06/03/20 1 06/03/20 1 06/03/20 1 06/03/20 1 06/03/20 1 06/03/20 1 06/03/20 1 06/03/20 1 03/03/21 1 06/03/20 1 06/03/20 1 05/05/21 1 06/03/20 1 06/03/20 1 06/03/20 1 OAKLAND COUNTY PARKS & RECREATION COMMISSION Capital Equipment Report Fiscal Month 10, FY2021, as of 7/31/2021 Please inform Fiscal Services of any planned changes in budgeted purchases ** Budget Actual Projected (Over)/Under Center Item Category Budget Expense Expense Budget Comments ADD Zero Turn Mower P_EQP 14,000.00 18,116.00 (4,116.00) V#1488914 Asset ID# 13384 ADD Utility Vehicle P_EQP 9,500.00 9,781.99 (281.99) V#1499915 Asset ID# 13433 ADD Total 23,500.00 279897.99 - (4,397.99) V#1479392 Asset lD#1 3346. FM Boat Wash Station P_EQP 35,662.50 36,705.00 (1,042.50) V#1490227 Addition to asset (cover). V#1479392 Asset lD#1 3365. FM Boat Wash Station P_EQP 35,662.50 36,705.00 (1,042.50) V#1490227 Addition to asset (cover) FM Generator P EQP 27,000.00 28,163.00 (1,163.00) V#1507016 Asset ID# 13484 FM Total 989325.00 1019573.00 - (3,248.00) CAT Utility Vehicle w/top P_EQP 12,000.00 12,814.36 (814.36) V#1499917 Asset ID# 13434 CAT Total 129000.00 129814.36 - (814.36) GLG Utility Vehicle P_EQP 9,500.00 7,828.55 1,671.45 V#1500579 Asset ID# 13440 GLG Utility Vehicle P_EQP 9,500.00 7,828.55 1,671.45 V#1500579 Asset ID# 13458 GLG Turbine Blower P EQP 8,000.00 7,964.66 35.34 V#1499918 Asset ID# 13435 GLG Total 279000.00 239621.76 - 3,378.24 GRV Zero Turn Mower P_EQP 14,000.00 13,629.00 371.00 V#1506140 Asset ID# 13473 GRV Dump Trailer P_EQP 9,000.00 7,201.00 1,799.00 V#1491490 Asset ID# 13396 GRV Total 23,000.00 20,830.00 2,170.00 LYG Fairway Mower P_EQP 58,000.00 62,074.68 (4,074.68) V#1507014 Asset ID# 13483 LYG Greens Mower P_EQP 38,000.00 38,944.91 - (944.91) V# 1511794 Asset ID# 13509 LYG ADA Golf Cart P_EQP 12,323.00 - 12,323.10 (0.10) LYG Total 96,000.00 101,019.59 - (5,019.59) ORN Zero Turn Mower P_EQP 14,000.00 13,127.00 873.00 V#1499920 Asset ID# 13436 ORN Total 14,000.00 13,127.00 873.00 REC Trailer P_EQP 11,000.00 7,014.00 3,986.00 V#1511168 Asset ID# 13506 REC Movie Screen and Audio Transmitter P_EQP 16,697.00 16,697.00 - V#1535140 Asset ID# 13601 REC Total 279697.00 23,711.00 - 3,986.00 SPG Turbine Blower P EQP 8,000.00 7,964.66 35.34 V#1495975 Asset ID# 13412 SPG Total 89000.00 79964.66 - 35.34 WTR Utility Vehicle P_EQP 9,000.00 7,828.55 1,171.45 V#1535132 Asset ID# 13600 WTR Total 99000.00 79828.55 - 1,171.45 WLG Greens Mower P_EQP 32,000.00 33,532.42 (1,532.42) V# 1511788 Asset ID# 13508 WLG Total 329000.00 339532.42 - (1,532.42) Grand Total 382,845.00 373,920.33 12,323.10 (3,398.43) W Agenda Item No. 5 Oakland County Parks and Recreation Commission Monthly Average Comparison Report (Comparison of FY 2021 Actuals with 5-Year Average Actuals) As of July 31, 2021 Unrestricted Net 12021 Arrended Position 10/1/20 Budget Ocmber I November December January February March April May June July August September YEAR TO DATE REVENUES: 5-YEAR AVERAGE REVENUE $436,459 $161,009 $1,079,094 $7,393,102 $2,459,070 $1,876,231 $1,498,218 $1,329,199 $1,753,125 $1,983,312 $1,697,718 $1,544,654 Percentage of Total 1.88% 0.69% 4.65% 31.85% 10.59% 8.08% 6.45% 5.73% 7.55% 8.54% 7.31% 6.65% Amended Budget/Alottment $33,480,279 $629,557 $232,243 $1,556,507 $10,663.956 $3,547,011 $2,706,313 $2,161,059 $1,917,262 $2,528.743 $2,860,768 $2,448,822 $2,228,040 $33,480,279 Actual Revenues by Controllable Cate - Taxes $1,629 $2,067 $91,051 $9,512,453 $7,542,922 $2,653,728 $677,690 $389,566 $691,699 $1,943 $21,564,749 Intergovernmental Revenues $0 $0 $0 $0 $0 $0 $140,126 $187,863 $0 $0 $327,999 Charges for Services $552,943 $220,447 $94,934 $202,916 $132,365 $314,386 $1,096,917 $1,506,925 $1,348,462 $1,425,603 $6,895,898 Contributions and Capital Contributions $0 $100 $1,500 $180 $46,675 $0 $20 $2,075 $0 $2,350 $52,900 Investment Income $15,338 $12,830 $10,393 $9,726 $8,028 $10,820 $52,149 $6,471 $13,931 $9,954 $149,640 Other Revenue $10,529 $2,032 $43,906 $885 $5 ($8,805) $16 $33 ($21,604) $167 $27,164 Transfers In $0 $0 $0 $0 $25,958 $0 $0 $0 $0 $0 $25,958 Total Actuals $580,439 $237,477 $241,784 $9,726,160 $7,755,953 $2,970,128 $1,966,918 $2,092,932 $2,032,488 $1,440,018 $0 $0 $29,044,297 Avg. Monthly Revenue Over/(Under) ($49117) $5,234 ($1,314,723) ($937,797) $4,208,942 $263,815 ($194,141) $175,670 ($496,255) ($1,420,750) $240,879 EXPENSES: 5-YEAR AVERAGE EXPENSE $1,553,168 $1,545,894 $1,853,026 $1,550,459 $1,433,759 $1,993,708 $1,790,165 $2,149,129 $2,881,255 $2,590,014 $2,586,843 $3,085,707 Percentage of Total 6.21% 6.18% 7.41% 6.20% 5.73% 7.97% 7.16% 8.59% 11.52% 10.35% 10.34% 12.34% Amended Budget/Alottment $33,480,279 $2,078,928 $2,069,192 $2,480,290 $2,075.302 $1.919,098 $2,668,595 $2,396,150 $2,876,627 $3,856.584 $3,466,756 $3,462,511 $4,130,245 33,480,279 Actual Exoenses by Controllable Cate - Salaries 612,263.93 641,710.25 523,114.96 727,308.33 525,159.37 560,403.36 657,044.08 825,891.31 931,291.34 $ 1,538,775.20 $7,542,962 Fringe Benefits 216,201.60 246,566.54 237,539.55 365,811.09 250,289.24 252,542.61 249,823.25 260,547.65 262,659.39 412,654.34 $2,754,635 Contractual Services 42,465.30 488,408.96 555,537.37 424,868.65 317,229.35 634,701.66 351,773.31 305,834.44 1,178,247.52 508,799.18 $4,807,866 Commodities 37,585.58 13,147.64 15,653.03 10,957.33 16,041.49 26,814.01 67,038.20 92,144.55 183,928.21 118,660.83 $581,971 Depreciation 273,070.30 273,070.29 273,651.27 278,317.65 282,037.60 211,154.73 278,514.31 278,514.31 279,767.99 277,018.51 $2,705,117 Internal Services 64,669.92 56,823.56 234,191.86 49,262.72 51,770.52 193,361.45 52,874.77 140,292.16 242,296.87 51,957.16 $1,137,501 Intergovernmental - - $0 Transfers Out $0 Actuals $1,246,257 $1,719,727 $1,839,688 $1,856,526 $1,442,528 $1,878,978 $1,657,068 $1,903,224 $3,078,191 $2,907,865 $0 $0 $19,530,052 Avg. Monthly Expenses (Over)/Under $832,671 $349,465 $640,602 $218,777 $476,571 $789,617 $739,092 $973,402 $778,393 $558,891 $6,357,471 Total Avg Monthly Favorability/(Unfavorability) $783,554 $354,699 ($674,120) ($719,020) $4,685,513 $1,053,432 $544,942 $1,149,072 $282,138 ($861,859) $6,598,350 TOTALS: Monthly Actual Revenue Over/(Under) Expenses ($665,817) ($1,482,251) ($1,597,904) $7,869,634 $6,313,425 $1,091,150 $309,850 $189,708 ($1,045,703) ($1,467,847) $0 $0 $9,514,245 Cumulative Actual Revenue Over/(Under) Expenses ($665,817) ($2,148,068) ($3,745,972) $4,123,662 $10,437,087 $11,528,238 $11,838,087 $12,027,795 $10,982,092 $9,514,245 Unrestricted Net Position $18,603,825 $ 18,130,809 $ 16,549,558 $ 14,242,676 $ 22,085,747 $ 28,321,404 $ 29,211,373 $ 29,372,594 $ 29,711,775 $ 28,597,122 $27,377,088 Projected Operating Variance -June through September $ (1,013,689) $ (1,902,205) $ (2,915,894) Add: Depreciation $ 279,800 $ 279,800 $ 559,600 Projected impact on net position from operations $ (733,889) $ (1,622,405) ($2,356,294) Prepared by Fiscal Services 8/24/2021 12 MACR Report Monthly Average Compari30 smmeport (MACR) Agenda Item No. 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Parks and Recreation Commission ACTIVE CAPITAL IMPROVEMENT PROJECTS BUDGET TO ACTUAL EXPENSE REPORT (as of August 20, 2021) Project ID Description Start Date Last Transaction Date Budget Expenses to Date Remaining Budget Percentage Completion 100000003411 ADD Maint Yard Paving 3/19/2021 6/21/2021 $29,106.00 $26,392.00 $2,714.00 90.68% 100000002821 CAT Storage Electrical 7/12/2018 8/5/2021 $52,056.00 $41,484.77 $10,571.23 79.69% 100000003412 GRV Bball Court Paving 3/19/2021 3/19/2021 $14,652.00 $0.00 $14,652.00 0.00% 100000003071 GRV Ped Bridge Repl (150') 11/13/2019 10/19/2020 $18,352.00 $18,352.00 $0.00 100.00% 100000003527 HRV Bestop Air Station 8/16/2021 8/16/2021 $45,000.00 $0.00 $45,000.00 0.00% 100000003171 H RV Contact station 5/4/2020 3/31/2021 $20,000.00 $737.59 $19,262.41 3.69% 100000003526 HRV Mt. Magna - Phase II 8/16/2021 8/16/2021 $10,000.00 $0.00 $10,000.00 0.00% 100000003172 HRV Parking Lot Dev 5/4/2020 6/17/2021 $226,244.00 $234,316.49 ($8,072.49) 103.57% 100000002915 IND Bailey House Conv Mitigat 11/30/2018 3/29/2021 $40,000.00 $66,449.36 ($26,449.36) 166.12% 100000003168 IND Network Upgrade 5/4/2020 9/30/2020 $30,000.00 $30,000.00 $0.00 100.00% 100000003302 RDP Emergency HVAC Repl 11/13/2020 6/16/2021 $16,900.00 $14,062.00 $2,838.00 83.21% 100000002958 RWP Child Wtr Struct Repl 3/25/2019 8/11/2021 $1,599,540.00 $1,593,123.71 $6,416.29 99.60% 100000003160 RWP San. Pump Station 4/28/2020 6/15/2021 $268,464.00 $266,423.42 $2,G40.58 99.24% 100000003259 RWP Shade Structure 9/10/2020 2/19/2021 $39,357.00 $35,369.00 $3,988.00 8987% 100000003324 RWP Spl Pad Family Restroom 12/9/2020 8/11/2021 $277,021.00 $286,959.88 ($9,938.88) 103.59% 100000003070 SAC HVAC Replacement 11/13/2019 8/2/2021 $433,785.00 $416,796.78 $16,988.22 96.08% 100000003128 SAC Millpond Dam Restoration 3/26/2020 7/15/2021 $228,240.00 $140,806.64 $87,433.36 61.69% 100000003227 SAC Network Upgrade 6/25/2020 6/30/2021 $15,000.00 $8,148.16 $6,851.84 54.32% 100000002959 SAC Stormwater Imp 3/25/2019 10/22/2019 $27,027.00 $24,789.00 $2,238.00 91.72% 100000003357 SAC Water System Well Replc 1/25/2021 8/11/2021 $223,202.00 $210,436.79 $12,765.21 94 28% 100000003363 SPG Park House Roof Rpl 1/27/2021 7/31/2021 $7,000.00 $5,688.95 $1,311.05 81 27% 100000003478 Troy Property Acquisition 7/3/2021 7/15/2021 $60,000.00 $15,000.00 $45,000.00 25.00% $3,680,946.00 $3,435,336.54 $245,609.46 FY2021 Projects Closed to Date Closed/Capitalized: CIP Project # Description Amount 100000003093 ACC Electrical Improvements $ 368,376.34 100000003396 ADD Maint. Well Replacement $ 9,719.60 100000002754 CAT Perimeter Path $ 161,622.70 100000002755 CAT Sports Field Grading Irr 480,670.00 100000003170 HRV Mt Magna Dev $ 86,420.19 100000003414 IND Bailey House Boundary $ 7,120.00 100000003076 LYC Drain System Repl $ 10,108.60 100000003258 LYG Irrig. Well Replacement $ 34,506.64 100000002880 RWP Wave Pool Duct Rpl $ 18,915.00 100000002532 SAC Water quality Imp, $ 926,195.01 100000002853 SPG Roof Replacement $ 47,481.55 100000002856 SPR Roof Replacement $ 47,327.54 $2,198,463.17 Capital Improvement Total: (as of August 20, 2021) $5,633,799.71 Prepared by Fiscal Services: 8/25/2021 13 CIP Budget to Actual CIP - Budget to Actual Report i Agenda Item No. 7 COUNTY OF OAKLAND FY 2021 THIRD QUARTER REPORT ENTERPRISE FUND PARKS & RECREATION ADOPTED AMENDED FY2021 VARIANCE BUDGET BUDGET FORECAST FAV/(UNFAV) PERCENT OAKLAND COUNTY PARKS & RECREATION COMMISSION (50800) OPERATING REVENUE $ 10,903,416.00 $ 10,903,416.00 $ 10,444,582.00 $ (458,834.00) OPERATING EXPENSE NET OPERATING INCOME (LOSS) NON -OPERATING REVENUE (EXPENSE) TOTAL INCOME BEFORE TRANSFERS TRANSFERSIN TOTAL NET INCOME/PLANNED USE OF BALANCE (LOSS)* TOTAL NET POSITION - BEGINNING TOTAL NET POSTION - ENDING $ 28,082,762.00 $ 33,480,279.00 $ 33,153,276.00 $ 327,003.00 $ (17,179,346.00) $ (22,576,863.00) $ (22,708,694.00) $ (131,831.00) $ 14,568,300.00 $ 22,576,863.00 $ 22,616,999.00 $ 40,136.00 EXPLANATION OF SIGNIFICANT VARIANCES 4.21 % Fay. Temporary Licenses $23,500 temporary use permits at Holly Oaks RV park. Fay. Contributions Federal Grant $7,500 for US Forest Service Reducing Runoff in the Rouge River AOC Grant, Fay. Weekly Races, $1,713 and Special and Sanctioned Races $1,666 related to unbudgeted activity at Waterford BMX track. Unfay. Entrance Fees Gen Admission due to closure of Waterford Oaks Waterpark, ($360,000), Entrance Fees Swimming Class ($13,000) and related concessions ($113,000). A budget amendment is recommended. Unfay. Fees Day Use ($190,000) at the Holly Oaks Off -Road Vehicle Park due to lower than anticipated activity. 0.98 % Fay. operating expenses due to closure of Waterford Oaks Waterpark $382,000 and related concessions, $88,100; a budget amendment is recommended to reflect operational savings. Unfay. Equipment Rental ($81,127) and Grounds Maintenance ($9,980) for heavy equipment rentals and repairs needed due to poor road conditions the result of heavy rains at the Holly Oaks RV park. Unfav Contracted Services ($13,000) related to new contract with Manx Layne & Co. for sponsorship sales and management at Holly Oaks RV park, approved by the Parks Commission at their September 2, 2020 meeting. Unfay. Refund Prior Years Revenue ($35,600) due to cancelled events in FY2021 that were paid for in FY2020. Unfay. Adj Prior Years Exp for ADA service call rental by Turner Sanitation, ($545), Dunns Wildlife Control for sewer snake equipment, ($1,022), Thumb Communications, ($600) and Metro Environmental Services monthly rate for jet machine with operator, ($1,223). -0.58 0.18 % Fay. Local Comm Stabilization Share $78,989 based on actual amount. Fay. Gain on Sale of Vehicles $10,883 related to sale of 2008 Chevy Suburban used by Recreation Programs and Services, and the sale of a 2008 GMC Canyon used at Addison Oaks. Unfav Loss on Sale of Equipment related to asset retirement for obsolete hippo (short, for "hippopotamus") inflatable water slide, ($21,850) at Addison Oaks and disposal of an ice/water vending kiosk ($9,599) which cannot be repaired due to lack of parts at Groveland Oaks. Unfav Investment Income ($20,000) due to decreased interest rates and associated investment loss. Recommended budget amendment includes a decrease in the expense account Budgeted Equity Adjustments of ($91,165) to offset recommended revenue budget amendments. $ (2,611,046.00) $ - $ (91,695.00) $ (91,695.00) 0.00% $ (2,611,046.00) $ $ (91,695.00) $ (91,695.00) $ 85.206 323.82 $ 85,114128.82 32 Agenda Item No. 8 OAKLAND COUNTY, MICHIGAN FISCAL YEAR 2021 3rd QUARTER BUDGET AMENDMENTS PROPRIETARY / SPECIAL REVENUE FUNDS ACCOUNT NUMBER PROPRIETARY / SPECIAL REVENUE FUNDS - SELF BALANCING AMENDMENTS FY 2021 AMENDMENTS Cost Center Dept ID Program Acct Account Name PARKS AND RECREATION FUND (#50800) Revenues 5060845 160210 632128 Special and Sanctioned Races $ 1,666 BMX activity 5060845 160210 632471 Weekly Races $ 1,713 BMX activity 5060722 160210 632261 Temporary Licenses $ 23,500 Holly Oaks RV 5060101 160000 620573 Local Comm Stabalization Share $ 78,989 Fay. actual amount received 5060735 160210 630644 Entrance Fees Gen Admission $ (375,000) Waterford Oaks Waterpark Closure 5060735 160210 631295 Rental Facilities $ (3,000) Waterford Oaks Waterpark Closure 5060735 160210 630301 Commission Contracts $ (500) Waterford Oaks Waterpark Closure 5060437 160044 632037 Sales Retail $ (113,000) Waterford Oaks Waterpark Closure 5060720 160070 675356 Loss on Sale of Equipment $ (9,599) ice machine 5060715 160070 675356 Loss on Sale of Equipment $ (21,850) Hippo inflatable 5060805 160210 675660 Gain on Sale of Vehicles $ 10,300 Chevy Suburban 5060720 160070 675660 Gain on Sale of Vehicles $ 583 GMC Canyon 5060101 160000 650106 Contributions -Federal Grants $ 7,500 5060101 160000 601208 Delinquent Tax Prior Years 393,500 5060101 160000 601637 Property Tax Levy (393,500) 5060101 160000 655385 Income from Investments $ (20,000) Total Revenues $ (418,698) Expenses 5060735 160210 731689 Security Expense (22,000) Waterford Oaks Waterpark Closure 5060735 160210 730562 Electrical Service (12,000) Waterford Oaks Waterpark Closure 5060735 160210 731269 Natural Gas (12,000) Waterford Oaks Waterpark Closure 5060735 160210 750476 Recreation Supplies (10,000) Waterford Oaks Waterpark Closure 5060735 160210 732102 Water and Sewage Charges (7,000) Waterford Oaks Waterpark Closure 5060735 160210 750581 Uniforms (6,400) Waterford Oaks Waterpark Closure 5060735 160210 730814 Grounds Maintenance (5,000) Waterford Oaks Waterpark Closure 5060735 160210 731941 Training (5,000) Waterford Oaks Waterpark Closure 5060735 160210 750504 Small Tools (5,000) Waterford Oaks Waterpark Closure 5060735 160210 730247 Charge Card Fee (4,000) Waterford Oaks Waterpark Closure 5060735 160210 730646 Equipment Maintenance (4,000) Waterford Oaks Waterpark Closure 5060735 160210 750063 Custodial Supplies (3,500) Waterford Oaks Waterpark Closure 5060735 160210 774636 Info Tech Operations (2,000) Waterford Oaks Waterpark Closure 5060735 160210 731388 Printing (1,800) Waterford Oaks Waterpark Closure 5060735 160210 776661 Motor Pool (1,300) Waterford Oaks Waterpark Closure 5060735 160210 730786 Garbage and Rubbish Disposal (1,200) Waterford Oaks Waterpark Closure 5060735 160210 750154 Expendable Equipment (1,000) Waterford Oaks Waterpark Closure 33 OAKLAND COUNTY, MICHIGAN FISCAL YEAR 2021 3rd QUARTER BUDGET AMENDMENTS PROPRIETARY / SPECIAL REVENUE FUNDS ACCOUNT NUMBER PROPRIETARY / SPECIAL REVENUE FUNDS - SELF BALANCING AMENDMENTS FY 2021 AMENDMENTS Cost Center Dept ID Program Acct Account Name PARKS AND RECREATION FUND 1#50800) 5060735 160210 776659 Motor Pool Fuel Charges (1,000) Waterford Oaks Waterpark Closure 5060735 160210 731241 Miscellaneous (800) Waterford Oaks Waterpark Closure 5060735 160210 778675 Telephone Communications (800) Waterford Oaks Waterpark Closure 5060735 160210 775754 Maintenance Department Charges (500) Waterford Oaks Waterpark Closure 5060735 160210 750399 Office Supplies (400) Waterford Oaks Waterpark Closure 5060735 160210 731115 Licenses and Permits (300) Waterford Oaks Waterpark Closure 5060735 160210 702010 Salaries Regular (235,000) Waterford Oaks Waterpark Closure 5060735 160210 712020 Overtime (5,000) Waterford Oaks Waterpark Closure 5060735 160210 722740 Fringe Benefits (35,000) Waterford Oaks Waterpark Closure 5060437 160044 702010 Salaries Regular (42,000) Waterford Oaks Waterpark Closure 5060437 160044 750385 Merchandise (35,000) Waterford Oaks Waterpark Closure 5060437 160044 722740 Fringe Benefits (3,500) Waterford Oaks Waterpark Closure 5060437 160044 731059 Laundry and Cleaning (1,200) Waterford Oaks Waterpark Closure 5060437 160044 730198 Building Maintenance Charges (1,000) Waterford Oaks Waterpark Closure 5060437 160044 730247 Charge Card Fee (1,000) Waterford Oaks Waterpark Closure 5060437 160044 730429 Custodial Services (1,000) Waterford Oaks Waterpark Closure 5060437 160044 774636 Info Tech Operations (800) Waterford Oaks Waterpark Closure 5060437 160044 712020 Overtime (500) Waterford Oaks Waterpark Closure 5060437 160044 731941 Training (500) Waterford Oaks Waterpark Closure 5060437 160044 750063 Custodial Supplies (500) Waterford Oaks Waterpark Closure 5060437 160044 750581 Uniforms (500) Waterford Oaks Waterpark Closure 5060437 160044 731388 Printing (300) Waterford Oaks Waterpark Closure 5060437 160044 731115 Licenses and Permits (200) Waterford Oaks Waterpark Closure 5060437 160044 731241 Miscellaneous (100) Waterford Oaks Waterpark Closure 5060720 160070 730037 Adj Prior Years Exp 545 Turner Sanitation County owned on call service rental ADA 5060735 160070 730037 Adj Prior Years Exp 1,022 Dunns wildlife control, Metro Enviornmental Services for Sewer snake equipment 5060101 160000 730037 Adj Prior Years Exp 600 Thumb Communications 5060735 160070 730037 Adj Prior Years Exp 1,223 Metro Environmental Services monthly rate for jet machine with operator TO RECLASS ACCOUNT ON VARIOUS FY2021 VOUCHERS FOR REFUND RECEIPTS. DUE TO STATE MANDATES/PANDEMIC, PATRONS CANCELLED 5060805 160210 731577 Refund Prior Years Revenue 550 EVENTS IN FY2021, BUT WERE RESERVED AND PAID FOR IN FY2020. TO RECLASS ACCOUNT ON VARIOUS FY2021 VOUCHERS FOR REFUND RECEIPTS. DUE TO STATE MANDATES/PANDEMIC, PATRONS CANCELLED 5060837 160210 731577 Refund Prior Years Revenue 176 EVENTS IN FY2021, BUT WERE RESERVED AND PAID FOR IN FY2020. TO RECLASS ACCOUNT ON VARIOUS FY2021 VOUCHERS FOR REFUND RECEIPTS. DUE TO STATE MANDATES/PANDEMIC, PATRONS CANCELLED 5060326 160010 731577 Refund Prior Years Revenue 138 EVENTS IN FY2021, BUT WERE RESERVED AND PAID FOR IN FY2020. TO RECLASS ACCOUNT ON VARIOUS FY2021 VOUCHERS FOR REFUND RECEIPTS. DUE TO STATE MANDATES/PANDEMIC, PATRONS CANCELLED 5060330 160010 731577 Refund Prior Years Revenue 200 EVENTS IN FY2021, BUT WERE RESERVED AND PAID FOR IN FY2020. TO RECLASS ACCOUNT ON VARIOUS FY2021 VOUCHERS FOR REFUND RECEIPTS. DUE TO STATE MANDATES/PANDEMIC, PATRONS CANCELLED 5060715 160070 731577 Refund Prior Years Revenue 401 EVENTS IN FY2021, BUT WERE RESERVED AND PAID FOR IN FY2020. 34 OAKLAND COUNTY, MICHIGAN FISCAL YEAR 2021 3rd QUARTER BUDGET AMENDMENTS PROPRIETARY / SPECIAL REVENUE FUNDS ACCOUNT NUMBER PROPRIETARY / SPECIAL REVENUE FUNDS - SELF BALANCING AMENDMENTS Cost Center Dept ID Program Acct Account Name PARKS AND RECREATION FUND (#50800) 5060725 160070 731577 Refund Prior Years Revenue 5060732 160070 731577 5060735 160070 731577 5060805 160210 731577 5060831 160210 731577 5060720 160070 731577 5060732 160070 731577 5060805 160210 731577 5060831 160210 731577 5060837 160210 731577 5060725 160070 731577 5060732 160070 731577 5060831 160210 731577 5060722 160210 730814 5060722 160210 730653 5060722 160210 730373 5060102 160102 762011 5060101 160000 796500 Refund Prior Years Revenue Refund Prior Years Revenue Refund Prior Years Revenue Refund Prior Years Revenue Refund Prior Years Revenue Refund Prior Years Revenue Refund Prior Years Revenue Refund Prior Years Revenue Refund Prior Years Revenue Refund Prior Years Revenue Refund Prior Years Revenue Refund Prior Years Revenue Grounds Maintenance Equipment Rental Contracted Services Transfer to Municipalaties Budgeted Equity Adjustments FY 2021 AMENDMENTS TO RECLASS ACCOUNT ON VARIOUS FY2021 VOUCHERS FOR REFUND RECEIPTS. DUE TO STATE MANDATES/PANDEMIC, PATRONS CANCELLED 350 EVENTS IN FY2021, BUT WERE RESERVED AND PAID FOR IN FY2020. TO RECLASS ACCOUNT ON VARIOUS FY2021 VOUCHERS FOR REFUND RECEIPTS. DUE TO STATE MANDATES/PANDEMIC, PATRONS CANCELLED 24,590.00 EVENTS IN FY2021, BUT WERE RESERVED AND PAID FOR IN FY2020. TO RECLASS ACCOUNT ON VARIOUS FY2021 VOUCHERS FOR REFUND RECEIPTS. DUE TO STATE MANDATES/PANDEMIC, PATRONS CANCELLED 2,265.00 EVENTS IN FY2021, BUT WERE RESERVED AND PAID FOR IN FY2020. TO RECLASS ACCOUNT ON VARIOUS FY2021 VOUCHERS FOR REFUND RECEIPTS. DUE TO STATE MANDATES/PANDEMIC, PATRONS CANCELLED 625 EVENTS IN FY2021, BUT WERE RESERVED AND PAID FOR IN FY2020. TO RECLASS ACCOUNT ON VARIOUS FY2021 VOUCHERS FOR REFUND RECEIPTS. DUE TO STATE MANDATES/PANDEMIC, PATRONS CANCELLED 112 EVENTS IN FY2021, BUT WERE RESERVED AND PAID FOR IN FY2020. TO RECLASS ACCOUNT ON VARIOUS FY2021 VOUCHERS FOR REFUND RECEIPTS. DUE TO STATE MANDATES/PANDEMIC, PATRONS CANCELLED 144 EVENTS IN FY2021, BUT WERE RESERVED AND PAID FOR IN FY2020. TO RECLASS ACCOUNT ON VARIOUS FY2021 VOUCHERS FOR REFUND RECEIPTS. DUE TO STATE MANDATES/PANDEMIC, PATRONS CANCELLED 3,000.00 EVENTS IN FY2021, BUT WERE RESERVED AND PAID FOR IN FY2020. TO RECLASS ACCOUNT ON VARIOUS FY2021 VOUCHERS FOR REFUND RECEIPTS. DUE TO STATE MANDATES/PANDEMIC, PATRONS CANCELLED 550 EVENTS IN FY2021, BUT WERE RESERVED AND PAID FOR IN FY2020. TO RECLASS ACCOUNT ON VARIOUS FY2021 VOUCHERS FOR REFUND RECEIPTS. DUE TO STATE MANDATES/PANDEMIC, PATRONS CANCELLED 1,492.00 EVENTS IN FY2021, BUT WERE RESERVED AND PAID FOR IN FY2020. TO RECLASS ACCOUNT ON VARIOUS FY2021 VOUCHERS FOR REFUND RECEIPTS. DUE TO STATE MANDATES/PANDEMIC, PATRONS CANCELLED 220 EVENTS IN FY2021, BUT WERE RESERVED AND PAID FOR IN FY2020. TO RECLASS ACCOUNT ON VARIOUS FY2021 VOUCHERS FOR REFUND RECEIPTS. DUE TO STATE MANDATES/PANDEMIC, PATRONS CANCELLED 475 EVENTS IN FY2021, BUT WERE RESERVED AND PAID FOR IN FY2020. TO RECLASS ACCOUNT ON VARIOUS FY2021 VOUCHERS FOR REFUND RECEIPTS. DUE TO STATE MANDATES/PANDEMIC, PATRONS CANCELLED 200 EVENTS IN FY2021, BUT WERE RESERVED AND PAID FOR IN FY2020. TO RECLASS ACCOUNT ON VARIOUS FY2021 VOUCHERS FOR REFUND RECEIPTS. DUE TO STATE MANDATES/PANDEMIC, PATRONS CANCELLED 112 EVENTS IN FY2021, BUT WERE RESERVED AND PAID FOR IN FY2020. 9,980 Holly Oaks RV 81,127 MacAllister Machinery Co Inc rental at the Holly Oaks RV park 13,000 Contract with Marx Layne &Co. for Sponsorship Sales and Management, per 9-2-2020 commission meeting. 213,080 (304,775) Total Expenses $ (418,698) 35 OAKLAND COUNTY, MICHIGAN FISCAL YEAR 2021 3rd QUARTER BUDGET AMENDMENTS PROPRIETARY / SPECIAL REVENUE FUNDS FY 2021 ACCOUNT NUMBER AMENDMENTS PROPRIETARY / SPECIAL REVENUE FUNDS - SELF BALANCING AMENDMENTS Cost Center Dept ID Program Acct Account Name PARKS AND RECREATION FUND (#50800) WHEREAS; a Parks and Recreation Commission budget amendment is recommended to; adjust Delinquent Tax Prior Years and Property Tax Levy reflecting current trend of delinquent tax payments, relfect closure of Waterford Oaks Waterpark and Concessions, adjust for equipment and ground maintenance needed at Holly Oaks RV park relative to excessive rainfall, adjust BMX revenue for recent activity, reflect additional funds from the State of Michigan for the Local Comm Stabilization Share, adjust for loss on sale of equipment, unfavorable Investment Income, Adj Prior Years Exp for miscellaneous items, Refund Prior Years Revenue due to cancelled events in FY2021 that were paid in FY2020, reflect a new contract for sponsorship sales and management at the Holly Oaks RV park, reflect a grant acceptance from the US Forest Service for the Reducing Runoff in the Rouge River AOC Grant, adjust Transfer to Muncipalities to reflect full invoice amount of $1,010,650 payment to the City of Royal Oak for completion of the Normandy Oaks park development project, and adjust the expense account Budgeted Equity Adjustments to offset recommended revenue budget amendments. W SEPTEMBER 1, 2021 CONSENT AGENDA ITEM NO. 9 ADMINISTRATION - BUSINESS OPERATIONS To: Chairman McGillivray and Commission Members From: Susan M. Wells, Interim Executive Officer Phil Castonia, Chief — P&R Business Operations Subject: Monthly Purchasing Report — Receive & File INTRODUCTION AND HISTORY Today staff will present a monthly status report on the Purchasing Activity from Month 10 of Fiscal Year 2021 (July 2021) for Parks and Recreation. ATTACHMENTS - Monthly Purchasing Expenditure Report - July 2021 Monthly Contract Activity Log Expenditure Report - July 2 No Activity STAFF RECOMMENDATION Receive and File 37 Agenda Item No. 9 FM I Department Title 10 Addison Oaks Conference Ctr 10 Addison Oaks Park 10 Addison Oaks Park 10 Capital Improvement 10 Capital Improvement 10 Catalpa Oaks Park 10 Catalpa Oaks Park 10 Facilities and Maintenance 10 Glen Oaks Conference Center 10 Glen Oaks Golf 10 Groveland Oaks Park 10 Groveland Oaks Park 10 Groveland Oaks Park 10 Groveland Oaks Park 10 Groveland Oaks Park 10 Independence Oaks Park 10 Independence Oaks Park 10 Independence Oaks Park 10 Lyon Oaks Conference Center 10 Lyon Oaks Golf 10 Lyon Oaks Golf 10 Lyon Oaks Restaurant Svc 10 Off -Road Vehicle Park 10 Off -Road Vehicle Park 10 Rec Programs and Services 10 Rec Programs and Services 10 Red Oaks Golf 10 Red Oaks Golf 10 Red Oaks Waterpark 10 Red Oaks Waterpark 10 Red Oaks Wtrpk Concessions 10 Springfield Oaks Park 10 Springfield Oaks Park 10 Springfield Oaks Restaurant Sv 10 Waterford Oaks Park 10 Waterford Oaks Waterpark 10 White Lake Oaks Conf Center 10 White Lake Oaks Restaurant Svc Account Title Depreciation Buildings Security Expense Security Expense Capital Improvement Program Capital Improvement Program Water and Sewage Charges Depreciation Park Improvements Motor Pool Depreciation Buildings Depreciation Park Improvements Electrical Service Security Expense Security Expense Depreciation Park Improvements Depreciation Buildings Grounds Maintenance Depreciation Park Improvements Depreciation Buildings Depreciation Buildings Merchandise Depreciation Buildings Merchandise Grounds Maintenance Grounds Maintenance Special Event Supplies Motor Pool Water and Sewage Charges Depreciation Park Improvements Electrical Service Natural Gas Merchandise Depreciation Park Improvements Depreciation Buildings Merchandise Depreciation Park Improvements Building Maintenance Charges Depreciation Buildings Merchandise Trans. Amount I Vendor Name $ 7,554.86 Not Vendor Related $ 6,415.36 Not Vendor Related $ 6,440.42 Not Vendor Related $ 7,597.76 AECOM Technical Services of Michigan Inc $ 15,000.00 Six Rivers Land Conservancy $ 9,935.43 City of Southfield $ 6,987.26 Not Vendor Related $ 9,890.08 Not Vendor Related $ 7,277.31 Not Vendor Related $ 7,076.36 Not Vendor Related $ 7,338.65 Consumers Energy $ 7,292.46 Not Vendor Related $ 6,728.61 Not Vendor Related $ 17,602.45 Not Vendor Related $ 6,796.25 Not Vendor Related $ 9,000.00 Allied Building Service Co of Detroit $ 9,906.92 Not Vendor Related $ 6,398.25 Not Vendor Related $ 7,188.67 Not Vendor Related $ 11,001.76 Not Vendor Related $ 5,475.00 Not Vendor Related $ 9,299.12 Not Vendor Related $ 6,800.50 Bedrock Express Ltd $ 8,607.18 Doublejack Electric Co Inc $ 15,000.00 Arts Beats and Eats Foundation $ 5,994.07 Not Vendor Related $ 14,350.08 City of Madison Heights $ 8,474.01 Not Vendor Related $ 9,486.00 DTE Energy $ 5,007.81 Consumers Energy $ 6,641.63 Not Vendor Related $ 14,066.46 Not Vendor Related $ 5,010.74 Not Vendor Related $ 5,480.84 Not Vendor Related $ 9,948.93 Not Vendor Related $ 10,222.27 Service Heating and Plumbing Corp $ 6,650.03 Not Vendor Related $ 5,781.41 Not Vendor Related Page 1 of 1 I Additional Accounts Payable Info. II CA Projects CA Projects Mill Pond Dam Removal and Rest Monitoring, spot treatment, an Expense Distribution Motor Pool Expense Distribution CA Projects CA Projects Parks General Construction per COGS Estimate July 2021 COGS Estimate July 2021 Bedrock Express Landscape Supp Misc. Material percentage @ 10 EVENT SPONSORSHIP Motor Pool Expense Distribution Expense Distribution Expense Distribution COGS Estimate July 2021 COGS Estimate July 2021 Administrative fee (+) 20% mat COGS Estimate July 2021 0 Agenda Item No. 10 Oakland County Parks and Recreation Commission FY2021 Maintenance Management Plan BUDGET TO ACTUAL EXPENSE REPORT As of August 16, 2021 Cost Adopted Adjusted Expended Budget - Title Center Budget Budget Amount Balance ADM ADA Maintenance Program $20,000 $2,410 $0 $2,410 ADM Fenceline Repair Program $20,000 $20,000 $0 $20,000 ADM Roof Repair Program $20,000 $20,000 $16,752 $3,248 LYC Conference Center Roof Repair $423 $423 ACC Emergency Fire Pump Rebuild/Repair $18,000 $16,329 ADM Asset Removal Program $30,000 $59,796 $46,366 $13,430 IND Oakhill Residence $30,000 $14,138 WTR Greenhouse Demolition $8,850 $10,050 W LG Rental Home Demoltion $20,946 $22,178 ADM Pavement Maintenance Program $90,000 $46,242 $29,893 $16,349 ADD Buhl Trail Asphalt Repairs $6,600 $8,775 SPG Cart Barn Asphalt Repairs $13,365 GRV Skate Park Resurfacing $2,673 $3,120 GRV Trail Asphalt Repairs $15,422 $17,999 IND River View/Hawks View Asphalt Repairs $7,700 ADM Contingency $482 ADM Signage Replacement Program $15,000 $15,000 $0 $15,000 ADM Arc Flash Compliance Program Phase IV $50,000 $50,000 $0 $50,000 FM NR Forestry Program $125,000 $125,000 $105,525 $19,475 FM NR Freshwater Stewardship Program $40,000 $40,000 $8,083 $31,918 FM NR Natural Area Stewardship Program $280,000 $280,000 $146,795 $133,205 FM NR Wildlife Management Program $2,750 $2,750 $2,750 FM NR Aerial Deer Survey (2021) $0 $6,480 $6,480 $0 FM NR CISMA $0 $58,241 $5,005 $53,236 ACC Conference Center Stucco Repair $10,000 $10,000 $10,000 ADD Adam's Lake Lodge Deck - Structural Inspection $2,500 $2,500 $2,500 ADD Disc Golf Course Upgrade $30,000 $30,000 $30,000 GLC Window and Door Replacement $50,000 $50,000 $50,000 GRV Cabin 5 - HVAC Replacement $4,000 $4,000 $4,587 ($587) GRV Matthews Island Bridge - Structural Inspection $1,850 $1,850 $3,447 ($1,597) Paradise Island Long Span Bridge - Structural GRV Inspection/Repair $2,350 $2,350 $3,557 ($1,207) IND Maintenance Yard Screening and Landscaping $20,000 $20,000 $20,000 IND River Loop Bridge - Structural Inspection $5,000 $5,000 $2,500 $2,500 ORN Dog Wash Station - Concrete Expansion $2,500 $2,500 $2,500 RWP Waterpark Bridge - Structural Inspection $10,000 $10,000 $5,200 $4,800 SAC Ellis Barn Painting $110,000 $110,000 $111,283 ($1,283) SAC Rotary Park Bridge - Structural Inspection $1,250 $1,250 $1,400 ($150) WCM Market Pavilion - Structural Inspection $5,000 $5,000 $3,200 $1,800 WTR Lookout Lodge Deck - Structural Inspection $2,500 $2,500 $2,500 $0 WWP Waterpark Bridge - Structural Inspection $2,500 $2,500 $3,100 ($600) Totals $952,200 $920,648 $500,666 $426,463 Note: Program amounts may be allocated to multiple project locations. 39 SEPTEMBER 1, 2021 AGENDA ITEM NO. 11 FACILITIES MAINTENANCE & DEVELOPMENT To: Chairman McGillivray and Commission Members From: Susan Wells, Interim Executive Officer Michael J. Donnellon, Jr, Chief of Park Facilities, Maintenance & Development Subject: Capital Project Summary Report EXECUTIVE SUMMARY 1. A report/listing of all Capital Improvement Program Projects indicating project titles, descriptions, and status, based upon the most current Management & Budget Report of 'Projects — Budget to Actual Expense Report' 2. No funds requested with this report. 3. Receive and File PLANNING OVERVIEW 1. Not Applicable PROJECT OVERVIEW 1. Not Applicable ATTACHMENTS 1. Attachment A — Pending Capital Project Summary Report STAFF RECOMMENDATION Staff recommends to receive and file the Capital Project Summary Report. MOTION Motion to receive and file 40 Agenda Item No. 11 CIP # 3128 Cost Center Description Capital Improvement Program Project Name Springfield Oaks - Mill Pond Dam Removal & Restoration (Engineering - $168,530) Troy Property Acquistions 3478 FY2021- $45,000 Pending FY2017 - FY2021 Capital Project Summary (Source; Budget to Actual Report Dated 8/16/2021) Description of Project Scope: Design, engineer and implement removal of the Mill Pond Dam and restoration of the upstream and downstream areas. Apply for identified grant programs to off -set project costs. Project is in collaboration with Springfield Township, pursuant to existing inter -local agreement. Need: Dam was re -constructed circa 1972, culvert installed at that time is undersized for upstream flow, requiring armoring of dam. Maintenance and structural issues were identified in 2011, which led to development of the interlocal agreement. Dam cannot be repaired due to deformation of spillway outlet pipe. Options were to replace or remove. Township Board and OCPRC agreed on removal as most appropriate action (and most likely to receive grant funding). As of May 2021, staff have received confirmation of grant awards that total approximately 46% of our 50% grant funding goal. Project Status Engineering Approval December 2019 Conceptual Approval - Sept 2020 Acqistion of approximately 80 acres of vacant land previously owned by the Troy School District, known as the Turtle Woods Property Commission Approved June 2021 Percent Complete 20% 20% 8/25/2021 41 Cost Center Description CIP # Capital Improvement Program Project Name Springfield Oaks Activity Center Storm Water Improvements 2559 (FY2019 - $27,027) (FY2020 - $100,000) Groveland Oaks - Pedestrian Bridge Replacement 3071 (FY2020 - $15,000) (FY2022 - $500,000) Holly Oaks ORV Park - Parking Lot Development Design/Engineering 3172 (FY2020 MDNR Funded - $41,490) (FY2021 MDNR Funded - $199,000 Phase 1) (FY2022) MDNR Funded - $200,000 Phase 11) Pending FY2017 - FY2021 Capital Project Summary (Source; Budget to Actual Report Dated 8/16/2021) Description of Project Project Status Commission Approved Scope; Create a Stormwater Management Master Plan for Design/Engineering - March 2019 the entire Springfield Oaks Property. Need: A stormwater management master plan is needed for Postponed both the SAC and SPG portions of Springfield Oaks. Major p1 needs in SAC include addressing high volume storm volumes and scouring at the N end of the property, extending into the drainage ditches along Andersonville Rd, planning for future paving requests by the OC Fair Board, animal waste - pollution prevention BMPs in the CBs associated with the a barns. Issues on the golf course side involve storm system planning for clubhouse renovations, preventative and reactionary culvert replacements, Engineering/Design for the replacement of the existing 150' steel arch frame pedestrian bridge Pedestrian bridge was installed in 1979; last inspected in 2013 and 2018. Regular inspections have identified structural issues with the existing steel frame and concrete abuments that need to be addressed in the near future. Refer to structural engineering report. Structural inspections not needed until 15 years after replacement is completed. Design/Engineering for constrution of a gravel parking lot located along the Dixie Hwy road frontage, conforming to municipal site plan requirements, storm water management and vehicle/pedestran circulation. To provide a safe and secure parking area for guests and visitors. Engineering & Phase I Complete Phase II scheduled for Spring 2022 Engineering Approval - January 2020 Percent Complete 15% 10% 8/25/2021 42 Pending FY2017 - FY2021 Capital Project Summary (Source; Budget to Actual Report Dated 8/16/2021) Cost Center Description CIP # Capital Improvement Program Description of Project Project Name CIP Project Names Previously Reported Projects that are 100% complete and are in the process of closure. 3411 Addison Oaks Maintenance Yard Paving 2821 Catalpa Oaks - Storage & Electrical Pedestals 3412 Groveland Oaks Basketball Court Paving 3171 Holly Oaks Contact Station 2915 Independence Oaks Bailey House Mitigation 3414 Independence Oaks Boundary Fence 3168 Independence Oaks Network Upgrade 3302 Red Oaks Nature Center - Emergency HVAC Replacement 2958 Red Oaks Waterpark Childrens Water Structure Replacement (Splash Pad) 3160 Red Oaks Waterpark Sanitary Pump Station 3259 Red Oaks Waterpark Shade Structure 3324 Red Oaks Waterpark Family Restroom 3070 Springfield Oaks Activity Center HVAC Replacement 3357 Springfield Oaks Activity Center Well Replacement 3227 Springfield Oaks Activity Center - Network Upgrade 3363 Sprinfield Oaks Golf Course - Park House Roof Replacement Previously Reported Projects that are postponed. Percent Project Status Complete 8/25/2021 43 SEPTEMBER 1, 2021 AGENDA ITEM NO. 12 PLANNING &RESOURCE DEVELOPMENT To: Chairman McGillivray and Commission Members From: Sue Wells, Interim Executive Officer Melissa Prowse, Supervisor of Planning & Resource Development Subject: FY 2021 3rd Quarter Contributions Report INTRODUCTION AND HISTORY Attached is the FY 2021 3rd Quarter report for contributions received from April 1, 2021 through June 30, 2021. ATTACHMENTS FY 2021 3rd Quarter Contributions Report STAFF RECOMMENDATION Staff recommends the Commission receive and file the FY2021 3rd Quarter Contributions Report. MOTION Move to receive and file the FY 2021 3rd Quarter Contributions Report. 44 Agenda Item No. 12 OAKLAND COUNTY PARKS & RECREATION COMMISSION FY 20213Q Report for Contributions (Donations) - April 1, 2021- June 30, 2021 RNC Contribution - General Nature Center RNC Contribution - General Nature Center RNC Contribution - General Nature Center IND Contribution - General ADM Oak Hill Round -About Payment Silvia Enea $20.00 Park Patron $10.00 Park Patron $1.00 Red Oaks Nature Center -#w Mark Whiting $ 20.00 Independence Oaks -Total Road Commission for Oak. Co. $ 2,044.00 Administration Total Grand Total $20.00 $2,044.00 $2,095.00 45 SEPTEMBER 1, 2021 ADMINISTRATION To: Chairman McGillivray and Commission Members From: Sue Wells, Interim Director of Parks and Recreation Jeff Phelps, Parks and Recreation Fiscal Coordinator Subject: Final Approval of Proposed FY 2022-2024 Budget: • FY 2022-FY2024 Operating Budget • FY 2024 Capital Equipment Budget • FY 2024 Capital Improvement Projects/Maintenance Management Plan Budget The FY2022 Proposed Budqet compared to the FY2021 Amended Budqet as of June 30, 2021 The proposed FY2021 budget of $34,197,675 is decreased ($124,442) compared to the FY2021 Amended Budget as of June 30, 2021 of $34,322,117. Revisions include: FY 2022 DEPARTMENT REVENUES Increase or (Decrease) compared to the FY 2021 Amended Budget: • Property tax revenue increased $613,700 based on a projected increase in taxable value, Headlee rollback factor, and anticipated collection rate. • State grants decrease of ($199,000) due to one-time grant per MR#20655 Approval of FY2021 Michigan Department of Natural Resources Off -road Vehicle Trail Improvement Fund Program Award (21-067). • Other Intergovernmental Revenues for personal property tax loss reimbursement are increased $50,000 based on current trend. • Overall Charges for Services increased $183,959 due to bringing the budget in -line with current trends including: Greens Fees $154,300 due to golf course rate increase recommendations from golf consultant, Fees Day Use $91,400, Rental Facilities $72,250, Fees Driving Range $17,000 based on current trends. Partially offset by decreases in Sales Retail ($77,000), Commission Food Services ($26,100), Special Contracts ($18,000), Rental Equipment ($12,000), Rent House ($9,541), Temporary Licenses ($7,000) and Water Feature Ride ($6,000) based on current trends. • Contributions overall increased $89,956. As $125,000 is budgeted for FY 2022 Contributions -State Grants; $95,000 is anticipated for state grant contribution for invasive species management and a $30,000 state grant for the Holly Oaks off -road vehicle park. • Investments is increased $40,000 due to reduced FY2021 amended budget and projected investment returns. • Capital Contributions are reduced ($25,000) reflective of MR#21151 Saginaw Bay Watershed FY2021 grant acceptance. • Planned Use of Balance decreased ($806,513) due to M.R. #21203 Human Resources and Management and Budget Amendment for the Salary Administration Plan (Compensation Study). • Other Revenues are reduced to zero reflecting one-time budget amendments made in FY2021 for Prior Year Adjustments ($43,559) and Refund Prior Years Expenditure ($2,027). • Transfers In decreased overall $25,000 due to one-time occurrence in FY2021 for Re -Establishment of the Oakland Native Plants Initiative, $25,958, M.R. #21053. 46 FY 2022 DEPARTMENT EXPENDITURES Increase or (Decrease) compared to the FY 2021 Amended Budget: • Controllable Personnel - FY 2022 reflects a general overall compensation increase of 2% and includes a fringe benefit rate reduction based on availability equity within the Fringe Benefit Fund. • Other Salary and Fringe Benefit changes are based on current usage of staff and an adjustment to fringe benefits parkwide to reflect current trend and a parks commission recommendation to create four (4) PTNE positions for Cooperative Invasive Species Management Areas (CISMA). • Contractual Services increased $1,291,942 for General Program Administration, $879,362 reflecting the creation of a natural resources cost center, Advertising $138,000, Contracted Services $133,200, Building Maintenance Charges $61,800, Equipment Rental $54,800, Security Expense $17,700, Public Information $16,215 and Charge Card Fee $14,550 bringing accounts in line with current trends. Partially offset by decreases in Grounds Maintenance ($15,487), Water and Sewer Charges ($9,750), Electrical Service ($6,500) and Equipment Maintenance ($5,750) bringing accounts in line with historical trends. • Overall Commodities increased $447,350 due to the anticipated Expendable Equipment purchase of golf carts costing $444,900. • Depreciation expense decreased ($69,750) based on the current level of depreciable assets. • Intergovernmental overall increased $615,510. The FY 2022 budget for Transfer to Municipalities reflects $1,200,000 for park partnership millage initiatives and a remaining appropriation of $213,080 per M.R. #19042 agreement with the City of Royal Oak for the development of Normandy Oaks. • Internal Services net increase of $123,649 reflect current trends for Info Tech Operations $49,580, Motor Pool $18,669, Drain Equipment $14,000, and Telephone Communications $11,350 due to allocation and usage adjustments. In addition, an increase in Insurance Fund $38,950 reflects an adjustment in the amount allocated for the self-insurance charge to maintain the operations of the Building and Liability Fund and start to rebuild adequate claim reserves that have depleted over the last several years (previous allocations were inadequate to sustain the fund). Also, the allocation methodology has been updated from a 50% claims/50% personnel exposure model to a 80% claims/20% personnel exposure model to more accurately reflect where the costs are generated. Partially offset by decreased Maintenance Department Charges ($9,500). • Transfers Out increased overall $5,000. The FY 2022 budget is $35,000 to reflect the anticipated purchase of a vehicle for CISMA. • Budgeted Equity Adjustments is decreased ($2,448,006) relative to increases in Property Tax revenue and other revenue adjustments and offset by the operating expense variances explained above. FY 2023 DEPARTMENT REVENUES Increase or (Decrease) compared to the FY 2022 Recommended Budget: Same as FY 2021 Recommended Revenue Budget except for these specific adjustments: • Property Tax Levy currently increased $879,200 based on projected property tax values. FY 2023 DEPARTMENT EXPENDITURES Increase or (Decrease) compared to the FY 2022 Recommended Budget: • Controllable Personnel increased due to a 2% compensation increase placeholder and associated fringe benefits. • Contractual Expenses is reduced ($55,104) based on adjustments to the General Program Administration account based on scheduled operating maintenance projects. • Commodities are reduced ($450,000) due to the one-time purchase of golf carts in FY 2022. • Intergovernmental is reduced ($213,080) according to M.R. #19042 agreement with the City of Royal Oak for the development of Normandy Oaks. • Transfers Out decreased ($35,000) due to vehicle purchases in FY 2022. • Budgeted Equity Adjustments is increased $1,343,134 relative to increases in Property Tax revenue and offset by the operating expense variances explained above. 47 FY 2024 DEPARTMENT REVENUES Increase or (Decrease) compared to the FY 2023 Recommended Budget: • Property Tax Levy currently increased $776,700 based on projected property tax values. FY 2024 DEPARTMENT EXPENDITURES Increase or (Decrease) compared to the FY 2023 Recommended Budget: • Controllable Personnel increased due to a 2% compensation increase placeholder and associated fringe benefits. • salary increase recommended by the County Executive. • Budgeted Equity Adjustments is increased $482,150 relative to increased Property Tax revenue and offset by general salary increase. The FY2022-FY2024 Categorical Variance report is included for your review as well as a proposed resolution for the Fiscal Year 2022 Budget — General Appropriations Act, and the Executive Officer's message which provides a summary of the Proposed FY 2022 Budget expenditures and revenues. If you have any questions, please feel free to contact us ahead of time so that we may provide you with the response either before the meeting or at the meeting on September 1, 2021. STAFF RECOMMENDATION If all of the questions and concerns of the Commission regarding the Proposed Fiscal Year 2022-2024 Budget and the FY 2022-FY2025 4-Year CIP & Maintenance Management Plan have been addressed, it would be appropriate to adopt the enclosed proposed resolution and approve the Fiscal Year 2022 General Appropriations Act, balancing total appropriations with available resources at $34,197,675. MOTION Move to approve the Fiscal Year 2022-2024 Oakland County Parks and Recreation Proposed Operating Budget and adopt the Fiscal Year 2022 General Appropriations Act resolution balancing total appropriations with available resources in the amount of $34,197,675; and Move to approve FY 2022, Proposed Capital Equipment Plan budget at $642,500; and Move to approve the FY2022 Capital Improvement budget of $4,406,000 and $1,860,769 for the Maintenance Management Plan (General Program Administration line -item, included in the operating budget), and forward it to the Oakland County Board of Commissioners for inclusion in the Oakland County Adopted FY2022-FY2024 budget. 48 Executive Officer's Adopted FY 2022 Budget Message Oakland County Parks and Recreation Commission: Executive Officer's Revised Financial Summary: Revenue and Expense Budget FY2022 - $34,197,675 FY2023 - $35,076,875 FY2024 - $35,853,575 Executive Officer's Message FY2022 Unrestricted net position proiection: Estimated unrestricted net position beginning of fiscal year Add: Deduct: Operating revenues Operating expenses, less depreciation and budgeted equity adjustment Deduct: Capital equipment budget Estimated FY2022 capital improvement expenses (75% of CIP budget of $4,406,000) Projected unrestricted net position 9/30j2022 FY2022 23,534,047 34,197,675 (29,086,104) (607,500) (3,304,500) 24,733,618 Enclosed are the proposed budgets for operations, capital equipment and capital projects for the Oakland County Parks and Recreation Commission for Fiscal Years 2022, 2023 and 2024. Parks and Recreation staff and Fiscal Services staff have prepared these budgets using results from the county -wide survey, the history of revenues and expenses, service demands, and outcomes from planning sessions with operational staff and the Commission. We continue to budget revenues on a conservative basis and expenses on a realistic basis. The Role of Strategic Planning Based on the OCPRC mission statement and the vision of being recognized as a world class parks and recreation agency, 75+ full-time, 700+ part-time staff and over 750 volunteers are committed to achieving the highest level of customer service using best practices. Initiatives are in place to provide outstanding services to nearly two million annual visitors; and to continue the maintenance needed to meet visitor expectations for maintained, accessible and safe facilities. Internal operation changes have increased efficiencies. For example, staff salary and fringe benefits have been reallocated among budget units to reflect true costs for revenue pricing and cost recovery. 49 Executive Officer's Adopted FY 2022 Budget Message (continued) Budget Year Cycles • FY 2022 budget year will commence October 1, 2021 - September 30, 2022 • FY 2023 budget year will commence October 1, 2022 - September 30, 2023 • FY 2024 budget year will commence October 1, 2023 - September 30, 2024 Note: These dates coincide with the County of Oakland's fiscal years and its 3-year budget forecasting process. FY 2022 Proposed Revenue The recommended revenue budget is $34,197,675. This is a (.36%) decrease from the FY 2021 amended budget of $34,322,117. Budgets for FY 2022 through FY 2024 were developed from the FY 2020 Actuals and the FY 2021 Amended Budget. Overall revenues are decreased ($124,442) the result of increased Property Taxes of $613,700, Charges for Services $183,959, Contributions $89,956, and Investment Income $40,000. Offsetting these increases are a decrease in Planned Use of Balance ($806,513), State Grants ($199,000), Other Revenues ($45,586), Transfers In ($25,958), and Capital Contributions ($25,000). The FY 2022 revenue budget includes: FY2022 Revenue • Property taxes from the one -quarter Millage $22,225,000 (64.99%) • Other Intergovernmental Revenue $300,000 (.88%) 0.60% • Charges for Services $11,087,375 (32.42%) o o 0�88/°��1.11/° ■Property taxes (64.99%) • Contributions • Income on Investments & Other Revenue $205,300 $380,000 (.60%) (1.11%) 1b ■Charges for Services (32.42%) $34,197,675 32.42/o a Other Intergov't Revenues (.88%) 64.990 o Contributions (.60%) Investment Income (1.11%) 0 Executive Officer's Adopted FY 2022 Budget Message (continued) FY 2022 Proposed Expense The recommended operating expense budget is $34,197,675. This is a (.36%) decrease from the FY 2021 amended budget of $34,322,117. The FY 2022 expense budget includes: • Salaries $11,442,643 (33.46%) FY2022 ■Salaries(33.46%) • Fringe Benefits $4,121,320 (12.05%) 5.09%% 5.53%% 0.10% ■ Fringe Benefits (12.05%) • Contractual Services $8,673,526 (25.36%) 4.13% ■Contractual Services • Commodities $1,660,765 (4.86%) (25.36%) • Depreciation $3,219,547 (9.41%) ■ Commodities (4.86%) • Intergovernmental $1 413 080 (4.13%) 9.41%� 33.46°/% ■Depreciation (9.41/0) • Internal Services $1,739,770 (5.09%) 4.86% Intergovernmental (4.13%) • Budgeted Equity Adjustments $1,892,024 (5.53%) 25.36% Internal services (5.09%) • Transfers Out $ 35.000 (0.10%) $34,197,675 12.05% Budgeted Equity The proposed FY2022 expense budget of $34,197,675 is a decrease of $124,442 Adjustments (5.53%) p p p g ( ) Transfers Out (.10%) from the FY2021 amended budget of $34,322,117. The FY2022 recommended expense budget includes $1,413,080 for an intergovernmental transfer for the Normandy Oaks Park Partnership agreement and new Parks Partnerships with local communities. In addition, the FY2022 budget contains funding of $1,804,514 for Natural Resources and $575,646 for Cooperative Invasive Species Management Areas (CISMA). Based on current activity levels, increases in Contractual Services $1,291,942, Commodities $447,350 and Internal Services $123,549 are included in the operating budget. Salaries and Fringe Benefits have been adjusted downward by ($90,037) reflecting a 2% general salary increase, the implementation of a salary compensation study and salary and fringe adjustments based on current activity levels. Depreciation is decreased ($69,750) related to an increase in completed capital improvement projects. An increase in year-end fund balance of $1,199,571 is currently anticipated. Of note, on November 3, 2020 the voters of Oakland County approved a .35 millage which will run from 2020 thru 2029. The additional property tax revenue will be used to maintain existing park structures and offer trails, partnerships, and natural resource funding to County municipalities. A Fiscally Sound Budget Proposal The Administrative Management Team, Fiscal/Operational staff and I firmly believe the enclosed budget shows our dedicated commitment to offer the highest quality facilities, programs, and services to the residents of Oakland County for FY2022-FY2024. Sincerely, Sue Wells, Interim Executive Officer 51 MISCELLANEOUS RESOLUTION 20-XXX IN RE: Oakland County Parks and Recreation Commission Fiscal Year 2022 Budget General Appropriations Act To the Oakland County Parks and Recreation Commission Chairperson and Commission Members: WHEREAS in accordance with the provisions of Public Act 261 of 1965, the County and Regional Parks Act, and Public Act 621 of 1978 (as amended), the Uniform Budgeting and Accounting Act for Local Government, and the By -Laws of the Oakland County Parks and Recreation Commission approved January 12, 2011, it is the responsibility of the Oakland County Parks and Recreation Commission to amend and adopt the annual Oakland County Parks and Recreation Commission Budget; and WHEREAS the Parks and Recreation Executive Officer received budget requests from all Parks and Recreation Budget Units, and the Parks and Recreation Executive Officer and his staff has prepared and submitted in detail the Parks and Recreation Executive Officer's Fiscal Year 2022 Budget Recommendation to the Oakland County Parks and Recreation Commission; and WHEREAS the Oakland County Parks and Recreation Commission has reviewed in detail the Parks and Recreation Executive Officer's Fiscal Year 2022 Budget Recommendation as shown on the attached line -item budget report, hereby annexed and made part of the General Appropriations Act for Fiscal Year 2022; and WHEREAS supplemental summaries and data contained herein are for informational purposes only, and are not part of the General Appropriations Act for Fiscal Year 2022. NOW THEREFORE BE IT RESOLVED the Oakland County Parks and Recreation Commission, after due deliberation, does hereby amend and adopt the Fiscal Year 2022 General Appropriations Act balancing total appropriations with available resources at $34,197,675. BE IT FURTHER RESOLVED that as stated in the Commission By -Laws, appropriations accumulated within the department will be deemed maximum authorization to incur expenditures. The Parks and Recreation Executive Officer or his designated Fiscal Officer shall exercise supervision and control of all budgeted expenditures with each Budget Unit, and at no time shall the expenditures exceed the total appropriation for the department as originally amended or adopted by the Oakland County Parks and Recreation Commission. Date: September 1, 2021 Moved by: Supported by: AYES: NAYS: 52 Fund: I50800- Parks and Recreation OAKLAND COUNTY, MICHIGAN I FY2022 AND FY2023 AND FY2024 County Executive Budget Recommendation - Categorical Variance FY 2021 FY 2022 Inc./(Dec.) FY 2021 Amended to FY 2023 Inc./(Dec.) FY 2022 Rec. to FY 2024 Inc./(Dec.) FY 2023 Rec. to I Adopted Amended County Exec. FY 2022 Co. Exec. Rec. County Exec. FY 2023 Co. Exec. Rec. County Exec. FY 2024 Co. Exec. Rec. (Account Number/Description Budget I Budget I Recommended $ i % I Recommended $ i % I Recommended $ i Revenues Property taxes 13,765,000 21,611,300 22,225,000 613,700 2.84% 23,104,200 879,200 3.96% 23,880,900 776,700 3.36% State Grants 0 199,000 0 (199,000) -100.00% 0 0 0.00% 0 0 0.00% Other Intergovern. Revenues 250,000 250,000 300,000 50,000 20.00% 300,000 0 0.00% 300,000 0 0.00% Charges for Services 10,903,416 10,903,416 11,087,375 183,959 1.69% 11,087,375 0 0.00% 11,087,375 0 0.00% Contributions 113,300 115,344 205,300 89,956 77.99% 205,300 0 0.00% 205,300 0 0.00% Investment Income 440,000 340,000 380,000 40,000 11.76% 380,000 0 0.00% 380,000 0 0.00% Planned Use of Fund Balance 2,611,046 806,513 0 (806,513) -100.00% 0 0 0.00% 0 0 0.00% Other Revenues 0 45,586 0 (45,586) -100.00% 0 0 0.00% 0 0 0.00% Capital Contributions 0 25,000 0 (25,000) -100.00% 0 0 0.00% 0 0 0.00% Transfers In 0 25,958 0 (25,958) -100.00% 0 0 0.00% 0 0 0.00% Grand Total Revenues 28,082,762 34,322,117 34,197,675 (124,442) -0.36% 35,076,875 879,200 2.57% 35,853,575 776,700 2.21% Expenditures Salaries 10,994,162 11,712,984 11,442,643 (270,341) -2.31% 11,671,643 229,000 2.00% 11,904,943 233,300 2.00% Fringe Benefits 3,848,075 3,941,016 4,121,320 180,304 4.58% 4,181,570 60,250 1.46% 4,242,820 61,250 1.46% Contractual Services 7,229,772 7,381,584 8,673,526 1,291,942 17.50% 8,618,422 (55,104) -0.64% 8,618,422 0 0.00% Commodities 1,213,415 1,213,415 1,660,765 447,350 36.87% 1,210,765 (450,000) -27.10% 1,210,765 0 0.00% Depreciation 2,874,797 3,289,297 3,219,547 (69,750) -2.12% 3,219,547 0 0.00% 3,219,547 0 0.00% Intergovernmental 276,320 797,570 1,413,080 615,510 77.17% 1,200,000 (213,080) -15.08% 1,200,000 0 0.00% Internal Services 1,616,221 1,616,221 1,739,770 123,549 7.64% 1,739,770 0 0.00% 1,739,770 0 0.00% Transfers Out 30,000 30,000 35,000 5,000 16.67% 0 (35,000) -100.00% 0 0 0.00% Budgeted Equity Adjustment 0 4,340,030 1,892,024 (2,448,006) -56.41% 3,235,158 1,343,134 70.99% 3,717,308 482,150 14.90% Grand Total Expenditures 28,082,762 34,322,117 34,197,675 (124,442) -0.36% 35,076,875 879,200 2.57% 35,853,575 776,700 2.21% 53 Fund: 50800 - Parks and Recreation OAKLAND COUNTY, MICHIGAN FY2022 AND FY2023 AND FY2024 County Executive Budget Recommendation FY 2021 I I Amended I Amended I Amended I Cou te I td I County Exec. Number/Description Actual) Budge Budget Recommended Recommended e Recommended Revenues I Revenue Prooerty taxes 601208 Delinquent Tax Prior Years 423,203 25,000 25,000 25,000 25,000 525,000 525,000 525,000 601637 Property Tax Levy 13,312,247 13,740,000 21,586,300 14,088,500 14,088,500 21,700,000 22,579,200 23,355,900 13,735,450 13,765,000 21,611,300 14,113,500 14,113,500 22,225,000 23,104,200 23,880,900 State Grants 615572 State Capital Grants 0 0 199,000 0 0 0 0 0 0 0 199,000 0 0 0 0 0 Otherinteraovern. Revenues 620573 Local Comm Stabilization Share 301,929 250,000 250,000 250,000 250,000 300,000 300,000 300,000 301,929 250,000 250,000 250,000 250,000 300,000 300,000 300,000 Charaes for Services 630084 Antenna Site Management 65,709 66,306 66,306 66,306 66,306 68,306 68,306 68,306 630301 Commission Contracts 18,513 40,750 40,750 40,750 40,750 40,900 40,900 40,900 630308 Commission Food Services 26,502 78,495 78,495 78,495 78,495 52,395 52,395 52,395 630469 Deck Tennis 2,600 4,000 4,000 4,000 4,000 4,000 4,000 4,000 630644 Entrance Fees Gen Admission 2,112 1,825,000 1,825,000 1,825,000 1,825,000 1,825,000 1,825,000 1,825,000 630651 Entrance Fees Swimming Class 0 13,000 13,000 13,000 13,000 13,000 13,000 13,000 630693 Fees Camping 1,143,154 1,554,000 1,554,000 1,554,000 1,554,000 1,554,000 1,554,000 1,554,000 630700 Fees Day Use 690,329 1,092,100 1,092,100 1,092,100 1,092,100 1,183,500 1,183,500 1,183,500 630707 Fees Driving Range 92,958 93,000 93,000 93,000 93,000 110,000 110,000 110,000 630847 Greens Fees 2,098,363 2,436,500 2,436,500 2,436,500 2,436,500 2,590,800 2,590,800 2,590,800 631001 Interest on Delinquent Taxes (137) (1,000) (1,000) (1,000) (1,000) (1,000) (1,000) (1,000) 631127 Maintenance Contracts 44,391 8,000 8,000 8,000 8,000 8,000 8,000 8,000 631253 Miscellaneous 27,496 3,815 3,815 3,815 3,815 4,315 4,315 4,315 631330 NSF Check Fees 0 25 25 25 25 25 25 25 631743 Refunds Miscellaneous 14,159 4,900 4,900 4,900 4,900 6,900 6,900 6,900 631771 Reimb 3rd Party 0 200 200 200 200 200 200 200 631799 Reimb Contracts 252,599 278,100 278,100 278,100 278,100 278,100 278,100 278,100 631911 Rent House 66,872 71,125 71,125 71,125 71,125 61,584 61,584 61,584 631918 Rental Equipment 26,268 79,400 79,400 79,400 79,400 67,400 67,400 67,400 631925 Rental Facilities 345,940 649,700 649,700 649,700 649,700 721,950 721,950 721,950 631932 Rental Golf Carts 951,618 1,152,000 1,152,000 1,152,000 1,152,000 1,152,000 1,152,000 1,152,000 631946 Rental Units or Events 38,750 173,000 173,000 173,000 173,000 173,000 173,000 173,000 632037 Sales Retail 347,647 1,095,500 1,095,500 1,095,500 1,095,500 1,018,500 1,018,500 1,018,500 632128 Special and Sanctioned Races 6,782 0 0 0 0 0 0 0 632135 Special Contracts 42,340 172,500 172,500 172,500 172,500 154,500 154,500 154,500 632261 Temporary Licenses 24,000 7,000 7,000 7,000 7,000 0 0 0 632443 Water Feature Ride 0 6,000 6,000 6,000 6,000 0 0 0 632471 Weekly Races 5,046 0 0 0 0 0 0 0 6,334,009 10, 903,416 10,903,416 10, 903,416 10,903,416 11,087,375 11,087,375 11, 087, 375 54 Fund: 150800 - Parks and Recreation Account Number/Description Contributions 650104 Contributions Operating 650105 Contributions -State Grants 650305 Sponsorships Investment Income 655077 Accrued Interest Adjustments 655385 Income from Investments Planned Use of Fund Balance 665882 Planned Use of Balance Other Revenues 670114 Cash Overages 670456 Prior Years Adjustments 670570 Refund Prior Years Expenditure 670627 Sale of Equipment 670741 Sale of Scrap Revenue Other Financina Sources Capital Contributions 690189 Capital Asset Contributions Transfers In 695500 Transfers In Other Financing Sources Grand Total Revenues Expenditures I Personnel Salaries 702010 Salaries Regular 702030 Holiday 702050 Annual Leave 702073 Parental Leave 702080 Sick Leave 702100 Retroactive 702110 Per Diem 702140 Other Miscellaneous Salaries 702190 Workers Compensation Pay 702200 Death Leave 702300 Disaster Non -Prod Salaries OAKLAND COUNTY, MICHIGAN I FY2022 AND FY2023 AND FY2024 County Executive Budget Recommendation FY 2021 FY Adopte Amended I A men I Amended I I y Exec. I Couny Exec. Actual Actual Budget Planed Plan Re omtmended Recommended Re omtme nded 190,051 800 2,844 800 800 800 800 800 0 30,000 30,000 30,000 30,000 125,000 125,000 125,000 84,300 82,500 82,500 82,500 82,500 79,500 79,500 79,500 274,351 113,300 115,344 113,300 113,300 205,300 205,300 205,300 28,959 40,000 40,000 40,000 40,000 30,000 30,000 30,000 348,175 400,000 300,000 400,000 400,000 350,000 350,000 350,000 377,134 440,000 340,000 440,000 440,000 380,000 380,000 380,000 0 2,611,046 806,513 2,259,128 2,046,048 0 0 0 0 2,611,046 806,513 2,259,128 2,046,048 0 0 0 357 0 0 0 0 0 0 0 20,146 0 43,559 0 0 0 0 0 9,868 0 2,027 0 0 0 0 0 92 0 0 0 0 0 0 0 723 0 0 0 0 0 0 0 31,185 0 45,586 0 0 0 0 0 21,054,058 28,082,762 34,271,159 28,079,344 27,866,264 34,197,675 35,076,875 35,853,575 2,923 0 25,000 0 0 0 0 0 2,923 0 25,000 0 0 0 0 0 216,100 0 25,958 0 0 0 0 0 216,100 0 25,958 0 0 0 0 0 219,023 0 50,958 0 0 0 0 0 21,273,081 28,082,762 34,322,117 28,079,344 27,866,264 34,197,675 35,076,875 35,853,575 7,173,123 10,773,462 11,492,284 10,833,986 10,833,986 11,219,093 11,443,893 11, 672,993 239,160 0 0 0 0 0 0 0 233,406 0 0 0 0 0 0 0 15,977 0 0 0 0 0 0 0 100,324 0 0 0 0 0 0 0 6,702 0 0 0 0 0 0 0 7,881 9,500 9,500 9,500 9,500 9,500 9,500 9,500 21,700 0 0 0 0 0 0 0 1,875 0 0 0 0 0 0 0 8,864 0 0 0 0 0 0 0 268,910 0 0 0 0 0 0 0 55 (Fund: 150800 - Parks and Recreation Account Number/Description 702320 Disaster Premium Salaries 712020 Overtime 712040 Holiday Overtime 712090 On Call Frinae Benefits 722740 Fringe Benefits 722750 Workers Compensation 722760 Group Life 722770 Retirement 722780 Hospitalization 722790 Social Security 722800 Dental 722810 Disability 722820 Unemployment Insurance 722850 Optical 722900 Fringe Benefit Adjustments Personnel ODeratina Expenses Contractual Services 730037 Adj Prior Years Exp 730044 Adj Prior Years Revenue 730072 Advertising 730114 Auction Expense 730121 Bank Charges 730198 Building Maintenance Charges 730240 Cash Shortage 730247 Charge Card Fee 730373 Contracted Services 730429 Custodial Services 730520 Design Fees 730562 Electrical Service 730576 Employee In -Service Training 730611 Employees Medical Exams 730646 Equipment Maintenance 730653 Equipment Rental 730786 Garbage and Rubbish Disposal 730789 General Program Administration 730814 Grounds Maintenance 730926 Indirect Costs 731059 Laundry and Cleaning 731073 Legal Services 731115 Licenses and Permits 731136 Logos Trademarks Intellect Prp 731143 Mail Handling -Postage Svc OAKLAND COUNTY, MICHIGAN I FY2022 AND FY2023 AND FY2024 County Executive Budget Recommendation FY 2021 FY Adopte Amended I A men I Amended I y Exec. I I Couny Exec. Actual Actual Budget Planed Plan Re omtmended Recommended Re omtme nded 128,194 0 0 0 0 0 0 0 122,503 179,900 179,900 179,900 179,900 172,750 176,150 179,550 8,080 1,000 1,000 1,000 1,000 1,000 1,000 1,000 38,003 30,300 30,300 30,300 30,300 40,300 41,100 41,900 8,374,703 10,994,162 11,712,984 11,054,686 11,054,686 11,442,643 11,671,643 11, 904,943 0 3,842,419 3,842,669 3,877,019 3,877,019 4,120,466 4,180,716 4,241,966 221,050 0 0 0 0 0 0 0 11,561 0 0 0 0 0 0 0 1,513, 300 0 0 0 0 0 0 0 1,081,362 0 0 0 0 0 0 0 456,745 0 0 0 0 0 0 0 90,803 0 0 0 0 0 0 0 84,117 0 0 0 0 0 0 0 12,492 0 0 0 0 0 0 0 8,803 0 0 0 0 0 0 0 0 5,656 98,347 854 854 854 854 854 3,480,233 3,848,075 3,941,016 3,877,873 3,877,873 4,121,320 4,181,570 4,242,820 11, 854, 936 14, 842, 237 15, 654, 000 14, 932, 559 14, 932, 559 15, 563, 963 15, 853, 213 16,147, 763 6,303 0 3,058 0 0 0 0 0 474 0 0 0 0 0 0 0 46,547 105,000 105,000 105,000 105,000 243,000 243,000 243,000 16 0 0 0 0 500 500 500 1,948 5,000 5,000 5,000 5,000 5,000 5,000 5,000 482,958 556,450 556,450 556,450 556,450 618,250 618,250 618,250 594 0 0 0 0 0 0 0 135,134 161,750 161,750 161,750 161,750 176,300 176,300 176,300 111,909 99,900 99,900 99,900 99,900 233,100 233,100 233,100 23,501 25,250 25,250 25,250 25,250 24,000 24,000 24,000 20,092 0 0 0 0 0 0 0 442,545 590,750 590,750 590,750 590,750 584,250 584,250 584,250 0 0 0 0 0 2,000 2,000 2,000 332 1,170 1,170 1,170 1,170 1,095 1,095 1,095 358,144 460,500 460,500 460,000 460,000 454,750 454,750 454,750 77,658 107,290 117,900 107,290 107,290 172,700 172,700 172,700 31,612 48,900 48,900 48,900 48,900 49,250 49,250 49,250 0 918,450 981,407 918,450 918,450 1,860,769 1,805,665 1,805,665 1,286,726 1,069, 550 1,144,737 1,069, 550 1,069, 550 1,129,250 1,129,250 1,129,250 941,349 1,023,000 1,023,000 1,023,000 1,023,000 1,023,000 1,023,000 1,023,000 9,998 16,895 16,895 16,895 16,895 18,945 18,945 18,945 1,545 500 500 500 500 0 0 0 27,500 33,275 33,275 33,275 33,275 37,525 37,525 37,525 5,044 5,025 5,025 5,025 5,025 5,175 5,175 5,175 2,780 0 0 0 0 0 0 0 M. Fund: 50800 - Parks and Recreation OAKLAND COUNTY, MICHIGAN FY2022 AND FY2023 AND FY2024 County Executive Budget Recommendation FY 2021 I I Ad I Amended I Amended I County Exec. I td I County Exec. Number/Description Actual) Budge Budget Recommended Recommended e Recommended 731213 Membership Dues 13,363 18,520 18,520 18,520 18,520 20,535 20,535 20,535 731241 Miscellaneous 6,161 25,550 25,550 25,550 25,550 27,500 27,500 27,500 731269 Natural Gas 131,445 179,650 179,650 179,650 179,650 177,850 177,850 177,850 731339 Periodicals Books Publ Sub 162 850 850 850 850 1,200 1,200 1,200 731346 Personal Mileage 8,368 15,400 15,400 15,400 15,400 16,100 16,100 16,100 731388 Printing 30,393 68,050 68,050 68,050 68,050 67,450 67,450 67,450 731458 Professional Services 0 0 0 0 0 4,000 4,000 4,000 731500 Public Information 149,379 50,835 50,835 50,835 50,835 67,050 67,050 67,050 731626 Rent 27,206 54,415 54,415 54,415 54,415 54,415 54,415 54,415 731633 Rental Property Maintenance 7,384 13,600 13,600 13,600 13,600 10,700 10,700 10,700 731689 Security Expense 988,270 1,172,942 1,172,942 1,172,942 1,172,942 1,190,642 1,190,642 1,190,642 731780 Software Support Maintenance 14,702 16,480 16,480 16,480 16,480 18,140 18,140 18,140 731836 Sponsorship 3,275 8,700 8,700 8,700 8,700 8,700 8,700 8,700 731878 Sublet Repairs 0 600 600 600 600 0 0 0 731941 Training 32,059 45,925 45,925 45,925 45,925 46,785 46,785 46,785 732018 Travel and Conference 18,795 50,500 50,500 50,500 50,500 53,500 53,500 53,500 732020 Travel Employee Taxable Meals 807 600 600 600 600 500 500 500 732039 Twp and City Treas Bonds 2,337 2,500 2,500 2,500 2,500 2,500 2,500 2,500 732046 Uncollectable Accts Receivable 55,360 0 0 0 0 0 0 0 732102 Water and Sewage Charges 235,709 274,250 274,250 274,250 274,250 264,500 264,500 264,500 732165 Workshops and Meeting 134 1,750 1,750 1,750 1,750 2,600 2,600 2,600 796500 Budgeted Equity Adjustments 0 0 4,340,030 0 0 1,892,024 3,235,158 3,717,308 5,740,016 7,229,772 11,721,614 7,229,272 7,229,272 10,565,550 11,853,580 12,335,730 Commodities 750063 Custodial Supplies 48,550 79,550 79,550 79,550 79,550 78,300 78,300 78,300 750140 Employee Footwear 2,441 7,140 7,140 7,140 7,140 7,800 7,800 7,800 750154 Expendable Equipment 65,612 134,400 134,400 134,400 134,400 579,300 129,300 129,300 750287 Maintenance Supplies 3,024 3,300 3,300 3,300 3,300 3,550 3,550 3,550 750385 Merchandise 200,677 487,600 487,600 487,600 487,600 442,600 442,600 442,600 750392 Metered Postage 4,290 8,000 8,000 8,000 8,000 6,500 6,500 6,500 750399 Office Supplies 60,506 47,400 47,400 47,400 47,400 51,600 51,600 51,600 750448 Postage -Standard Mailing 180 0 0 0 0 0 0 0 750476 Recreation Supplies 54,040 113,800 113,800 113,800 113,800 121,900 121,900 121,900 750504 Small Tools 79,813 119,975 119,975 119,975 119,975 122,665 122,665 122,665 750511 Special Event Supplies 59,902 143,400 143,400 143,400 143,400 177,100 177,100 177,100 750581 Uniforms 30,875 68,850 68,850 68,850 68,850 69,450 69,450 69,450 609,910 1,213,415 1,213,415 1,213,415 1,213,415 1,660,765 1,210,765 1,210,765 Depreciation 761042 Depreciation Park Improvements 1,917,727 1,746,537 1,954,437 1,746,537 1,746,537 1,936,187 1,936,187 1,936,187 761084 Depreciation Buildings 896,913 841,250 901,150 841,250 841,250 899,750 899,750 899,750 761121 Depreciation Equipment 403,213 248,610 415,610 248,610 248,610 373,910 373,910 373,910 761156 Depreciation Vehicles 17,948 38,400 18,100 38,400 38,400 9,700 9,700 9,700 3,235,801 2,874,797 3,289,297 2,874,797 2,874,797 3,219,547 3,219,547 3,219,547 57 Fund: 150800 - Parks and Recreation Account Number/Description Interaovernmental 762011 Transfer to Municipalities Operating Expenses Internal Support Internal Services 770631 Bldg Space Cost Allocation 771639 Drain Equipment 773630 Info Tech Development 774636 Info Tech Operations 774637 Info Tech Managed Print Svcs 774677 Insurance Fund 775754 Maintenance Department Charges 776659 Motor Pool Fuel Charges 776661 Motor Pool 778675 Telephone Communications Internal Support Transfers/Other Sources (Uses). Transfers Out 788001 Transfers Out Transfers/Other Sources (Uses) Grand Total Expenditures OAKLAND COUNTY, MICHIGAN I FY2022 AND FY2023 AND FY2024 County Executive Budget Recommendation F Y 2021 FY Amended I Amended I Amended CounI I I Actualtual Budget Plan Recommended Recommended Recommended 0 276,320 797,570 213,080 0 1,413,080 1,200,000 1,200,000 0 276,320 797,570 213,080 0 1,413,080 1,200,000 1,200,000 9,585,727 11,594,304 17,021,896 11,530,564 11,317,484 16,858,942 17,483,892 17,966,042 26,034 0 0 0 0 0 0 0 8,240 27,000 27,000 27,000 27,000 41,000 41,000 41,000 27,720 25,000 25,000 25,000 25,000 25,000 25,000 25,000 628,396 573,327 573,327 573,327 573,327 622,907 622,907 622,907 21,383 28,950 28,950 28,950 28,950 27,450 27,450 27,450 308,168 252,050 252,050 252,050 252,050 291,000 291,000 291,000 56,338 78,500 78,500 78,500 78,500 69,000 69,000 69,000 41,919 89,820 89,820 89,820 89,820 91,820 91,820 91,820 356,295 410,754 410,754 410,754 410,754 429,423 429,423 429,423 131,618 130,820 130,820 130,820 130,820 142,170 142,170 142,170 1,606,111 1,616,221 1,616,221 1,616,221 1,616,221 1,739,770 1,739,770 1,739,770 1,606,111 1,616,221 1,616,221 1,616,221 1,616,221 1,739,770 1,739,770 1,739,770 104,577 30,000 30,000 0 0 35,000 0 0 104,577 30,000 30,000 0 0 35,000 0 0 104,577 30,000 30,000 0 0 35,000 0 0 23,151,350 28,082,762 34,322,117 28,079,344 27,866,264 34,197,675 35,076,875 35,853,575 9.1 SEPTEMBER 1, 2021 AGENDA ITEM NO. 13 B FACILITIES MAINTENANCE & DEVELOPMENT To: Chairman McGillivray and Commission Members From: Susan Wells, Interim Executive Officer Michael J. Donnellon, Jr., Chief of Park Facilities Maintenance & Development Donna Folland, Senior Planner Subject: Proposed FY2022-FY2026 Asset Management Plans (Final Approval) • Capital Improvement Program Plan (CIP) Net Position • Maintenance Management Plan (MMP) Operating Budget • Natural Resource Management Plan (NR), Operating Budget PROJECT CATEGORIES Agenda Type: Consent Agenda Regular Agenda ✓ Reports Approval Type: Conceptual Approval Construction Approval General Approval ✓ Project Type: Capital Improvement ✓ Maintenance ✓ Receive & File SUMMARY 1. Proposed FY2022-FY2026 Asset Management Plans: a. This proposed Asset Management Plan has been developed by staff and Commission for capital improvement, facility maintenance and natural resource management of over 230 Oakland County Parks and Recreation Commission (OCPRC) assets, buildings, natural areas, and recreational features within 14 park locations, beginning the FY2022 budgetary review process. See Attachment A for the preliminary program/project lists and a preliminary 5-year forecast. i. Beginning in FY2022, the NR program will be separated from the MMP. This proposed plan and forecast are guided by the following Strategic Action Plan goal to manage assets and infrastructure: Sustainably reinvest in existing assets and infrastructure, make new investments when supported by fiscal resources, recreational trends, public engagement, and usage data'. i. The list represents a 100% reinvestment in existing assets and facilities ii. Park system assets have an estimated total replacement value of $119,814,3301. Calculated reinvestment rate in FY2022 is 4.97%.3 c. Past budget constraints have resulted in deferral of reinvestment in existing assets. i. A minimum of $26,325,228 in deferred asset management reinvestments have been identified. ii. Condition assessments of existing assets and facilities to quantify needed reinvestment is a continuing process. ' The Strategic Action Plan was approved by OCPRC on 1/10/2018 and adopted by OC Board of Commissioners on 1/2/2018 as part of the Parks and Recreation Master Plan 2018-2022. 2 Oakland County Parks' Annual Dashboard and Data Book for Fiscal Year 2020, page 25. 3 According to both the "National Research Council — Building Research Committee", and the "Association of Physical Plant Administrators (APPA), Capital Renewal and Deferred Maintenance Programs Report, 2009, Harvey Kaiser", an estimated 2% - 4% reinvestment (capital renewal) of the current replacement value of facilities is recommended. 59 iii. With the passage of the 2020 millage, the preliminary FY2022 program/project lists begin to address this deferred reinvestment. d. The proposed FY2022 Asset Management Plan budget recommended amounts include: i. Capital Improvement Program subtotal $ 4,406,000 ii. Maintenance Management Plan subtotal $ 684,800 iii. Natural Resource Management Plan Subtotal $ 866,000 iv. TOTAL $ 5,956,800 ATTACHMENTS Attachment A — Proposed FY2022-FY2026 Asset Management Plans STAFF RECOMMENDATION Staff recommend approval for the FY2022 Proposed Asset Management Plans, in the total amount of $5,956,800, to be submitted to the Oakland County Board of Commissioners budget review and approval process, as follows: i. Capital Improvement Program subtotal $ 4,406,000 ii. Maintenance Management Plan subtotal $ 684,800 iii. Natural Resource Management Plan Subtotal $ 866,000 iv. TOTAL $ 5,956,800 MOTION Move to approve the FY2022 Proposed Asset Management Plans, in the total amount of $5,956,800, to be submitted to the Oakland County Board of Commissioners budget review and approval process, as follows: i. Capital Improvement Program subtotal $ 4,406,000 ii. Maintenance Management Plan subtotal $ 684,800 iii. Natural Resource Management Plan subtotal $ 866,000 iv. TOTAL $ 5,956,800 r0l, �iAKLAND COUNTY PARKS FY2022- FY2026 Asset Management Plans Capital Improvement Program (CIP) Maintenance Management Plan (MMP) Natural Resources Management Plan (NR) Contents I.Introduction.......................................................................................................................................3 Parks Commission Memo June 2, 2021.....................................................................................................................4 II.General Information..........................................................................................................................7 Asset Management Plans Development Timeline....................................................................................................7 Definitions.................................................................................................................................................................8 ProgramDescriptions..............................................................................................................................................14 PlanningReview......................................................................................................................................................18 Park Planning and Project Workflow.......................................................................................................................22 BudgetCenter Abbreviations..................................................................................................................................23 UnitDescriptions.....................................................................................................................................................24 III.Fiscal Information..........................................................................................................................25 Investmentin Assets...............................................................................................................................................25 Reinvestment in Existing Assets..............................................................................................................................25 Historical Reinvestment in Existing Assets..............................................................................................................26 ProjectPriorities......................................................................................................................................................27 IV.Capital Improvement Program........................................................................................................29 FY2022 Capital Improvement Program Project List................................................................................................30 FY2022-FY2026 Capital Improvement Program Forecast.......................................................................................33 V.Maintenance Management Plan.......................................................................................................41 FY2022 Maintenance Management Plan Project List.............................................................................................42 FY2022-FY2026 Maintenance Management Plan Forecast....................................................................................44 VI.Natural Resources Management Plan..............................................................................................49 FY2022 Natural Resources Management Project List.............................................................................................50 FY2022-FY2026 Natural Resources Management Forecast....................................................................................52 FY2022-FY2026 Natural Resources Management Outline......................................................................................54 VII.Project Scopes..............................................................................................................................61 FY2022-FY2026 Project Scopes...............................................................................................................................61 61 II. General Information Asset Management Plans Development Timeline The Asset Management Plans comprise proposed projects for the Capital Improvement Program (CIP), Maintenance Management (MMP), and Natural Resources Management (NR) over five years. Development of the Asset Management Plans is a collaborative process with involvement from both Oakland County Parks and Recreation (OCPR) staff and the Oakland County Parks and Recreation Commission (Parks Commission). The annual process follows a timeline that is coordinated with the annual budget process. Table 1: Asset Management Plans Development Timeline Month(s) Actions (Parks Commission actions in bold type) August and Conduct asset management meetings to review current project lists with each park September operational chief, supervisor; including any additional full-time (FTE) and part-time (PTNE) staff as indicated September and Revise and review list of projects for the next fiscal year with the Administrative October Management Team (AMT), including consideration for grant application opportunities November Submit list of proposed projects to the Parks Commission for receive and file at the December Commission Meeting December Parks Commission receives and files list of proposed projects December— Refine list of proposed projects with staff and Executive Committee February March Special budgetary workshop for Parks Commission review Finalize proposed project lists for the funded and forecasted years April Deadline to submit grant applications to the Michigan Department of Natural Resources May Submit proposed project lists for Parks Commission for conceptual approval in June June Parks Commission conceptual approval of proposed project lists Finalize project list, 5-year forecast and scopes into the proposed Asset Management Plans June —August Begin to create project implementation schedules, assignments and plans for the proposed funded projects. June — September Oakland County Board of Commissioners' budget review and approval process Submit conceptually approved and adjusted Asset Management Plans to the Parks August Commission for approval in September Parks Commission approves the funding for Year 1 of the Asset Management Plans. September Parks Commission receives and files the forecast for Years 2-5 of the Asset Management Plans. RVA Definitions Americans with Disabilities Act (ADA) The Americans with Disabilities Act of 1990 prohibits discrimination based on disability, defined as "a physical or mental impairment that substantially limits a major life activity". Assets The Asset Management Plans are concerned specifically with land, buildings, and park improvements, as well as capital equipment and vehicles.' These types of assets have economic value and are reported on the balance sheet. They have been bought or are created to benefit the operation of the park system. For descriptions of specific types of assets, see also Facility, Infrastructure; Natural Resources; Structure. Asset Management and Investment This refers to reinvestment and new investment in capital assets by the Oakland County Parks and Recreation Commission, funded by either capital (net position) or operational investment. The priorities for investment are guided by the Strategic Action Plan's strategic goal for managing assets and infrastructure: "Sustainably reinvest in existing assets and infrastructure, make new investments when supported by fiscal resources, recreational trends, public engagement, and usage data'." We identify two types of investment — new investment and reinvestment; and further identify that the reinvestment will either consist of projects that manage the asset on schedule or projects that resolve asset management that has been deferred. See the detailed definitions below: NEW — New Investment in Assets: As stated in the Strategic Action Plan, Oakland County Parks and Recreation (OCPR) has prioritized sustainable reinvestment in existing facilities, investing in new assets only when supported by fiscal resources, recreational trends, public engagement, and usage data. Reinvestment in Assets: Reinvestment in existing assets is identified as a higher priority than new investment. This reinvestment has two types: Regular and Deferred asset management: o RM — Regular Asset Management projects: Regular management (RM) is conducted in a timely manner, including routine inspections and servicing, replacement of components when they reach end of their useful life, as well as other investments that increase the efficiency and improve the performance of existing assets. Projects may be funded as Capital or Operational investments. DM — Projects to resolve Deferred Asset Management: Deferred management (DM) is the postponement of asset upkeep due to lack of funds. This can result in minor repair needs evolving into more serious conditions and backlog of deferred management. Projects to resolve deferred management may be funded as Capital or Operational investments. See Deferred Asset Management Assessment. Capital Improvement Program (CIP) A plan to manage capital investments over a 5-year period. The CIP is one component of the Asset Management Plans. See Capital Investment. Capital Investment Capital investments are funded from unrestricted net position. Oakland County Fiscal Services defines a capital investment as any investment over $5,000 that improves, replaces and/or extends the lifecycle of all or a portion of a capital asset or that creates a new asset. Projects to be funded by capital investment 1 These assets are referred to by Oakland County Fiscal Services as "capital assets". Currently, the Asset Management Plans do not include capital equipment and vehicles. z Strategic Action Plan mission and goals from OCPR's 5-Year Parks and Recreation Plan, approved 2/1/2018. 63 are identified and forecast in the Capital Improvement Program. See Capital Improvement Program; Operational Investment. Construction To implement, install or build infrastructure, facility, or structure, including any required Park Commission approval of the scope of work. Cooperative Invasive Species Management Area (CISMA) The Oakland County Cooperative Invasive Species Management Area (OC CISMA) was founded in 2014 as a collaboration between city, village and township (CVT) representatives, local non -profits and universities to address the growing threat of invasive species in Oakland County. Invasive species often spread across jurisdiction boundaries and are most effectively managed with a collaborative approach. CISMAs, such as the one in Oakland County, were formed across the state of Michigan with assistance from the Michigan Department of Natural Resources (MDNR). All communities in Oakland County are invited to participate in the OC CISMA and the OC CISMA has grown to 45 partners that meet monthly to discuss invasive species related issues and plan community treatments. With the OCPR millage passed in December 2020, funds are identified annually to invest into continued staffing of the CISMA, outreach resources and county -wide community treatments and restoration. In addition to millage funding, the Road Commission of Oakland County (RCOC) provides annual funding for cooperative treatment of Phragmites australis across the entire county on RCOC roads and the MDNR provides supplemental funding for staffing and treatments. Deferred Asset Management (DM) Assessment To support the goal of sustainable reinvestment in existing facilities, it is important to understand the amount of deferred asset management in the park system and create a plan for resolving it. Staff has launched an effort to assess deferred asset management. Project -Based Assessment: This preliminary assessment is based on identified projects and includes projects where assets have reached the end of their lifecycle or have other maintenance needs, but the project to replace the asset or make repairs is postponed to a future year or has not been scheduled. For this preliminary assessment, staff used the following criteria to identify deferred asset management: Will NOT doing the project Yes: DM[doing ll NOT Is the project No NOW the Yes: DMscheduled and adversely roject funded in the affect park Nocrease No: current budget operations? tenance Yes: s in the Not DMyear? ture? Not DM ■ Asset -Based Assessment: The initial project -based assessment is followed with an internal evaluation of the condition of assets and maintenance needs based on inspection reports and staff knowledge, which will result in a more comprehensive snapshot of OCPR's deferred maintenance status. As needed, the internal assessment will be supplemented with Facility Condition Assessments conducted by professional consultants. See Facility Condition Assessment. 64 Design Process A phased eight step process to complete plans for a defined scope of work, including any required scope adjustments, budget reviews and commission approvals. May also be referred to as "'Design/Engineering.' ■ Pre -design phase: may also be called the programming phase or site analysis phase; to collect, review, analyze data and learn about the design intent for a scope of work, including surveying, environmental assessments, identification of existing elements, federal/state/local laws, codes and or zoning requirements. ■ Schematic design phase: to compile information from the pre -design phase and scope intent into a schematic plan, including sketches, drawings, renderings, site/building plans and budgets to be reviewed by staff and consultants. ■ Design development phase: may also be known as the conceptual design phase; a refinement of the schematic design and budget by other design and construction professionals to create conceptual design plans and budgets for Commission review and approval. This phase may require additional municipal approvals depending on the scope of work. ■ Construction document phase; the creation of a series of construction plans, details and material specifications for permitting, bidding and procurement by civil, architectural, mechanical, electrical and other related design professionals, including park professional staff. ■ Permitting phase: Completion and submission of all required pre -construction and environmental permits, as well as any other permitting required by the scope of work. This phase may require additional municipal reviews and approvals, depending on the scope of work. ■ Bidding and Procurement phase: through Oakland County Purchasing, releasing the construction documents for qualifications base bidding and contract negotiations, including vendor interviews, reference checks and other research for the recommendation to approve by the Commission and enter into a contract with a qualified vendor ■ Construction administration phase: review, inspect and approve construction progress, methods, shop - drawings, pay applications and other items to ensure the vendor is executing the project according to the contract and construction documents. ■ Post construction phase: constructive review of consultant and vendor performances, review and filing of all recorded construction documentation, as-builts, building, site, and restoration, including any project issues and/or concerns for future reference. Facility An asset (or group of assets) that is designed, built, or installed, that serves a specific function and provides a convenience or service. Facility Condition Assessment (FCA) A facility condition assessment is a process that analyzes the physical condition of a facility and its assets and equipment. The assessment takes several factors into account including building age, design, assets, materials used, and more. Improvement A change or addition that enhances the function or increases the capacity of an existing infrastructure, facility or structure. This reinvestment in existing assets may be funded as a capital or operational investment. For specific types of improvements, see Remodelina or Renovation; Upgrade. Infrastructure Fundamental systems supporting a park facility or structure. Maintenance Management Plan (MMP) Maintenance is the continuous process of improving the availability, safety, reliability and longevity of physical assets. The Maintenance Management Plan identifies operational investment for projects and 65 programs to maintain buildings and park improvements within Oakland County parks. See Maintenance Management Plan for details. See also Operational Investment. Management Plan A budgetary process, which results in a document that forecasts projects and programs over a 5-year period. Three types of management plans are identified. The Capital Improvement Program is funded as a capital investment. The Maintenance Management Plan and Natural Resource Management Plan are funded as operational investments. These three management plans are compiled into the Asset Management Plans. Natural Resources Natural resources are the fundamental components of life including water, air, land, and plant and animal life. Natural resources are utilized and valued by humans for a variety of purposes including clean air and water, agriculture and food production, carbon sequestration, aesthetic value, cultural and spiritual practices and for recreation. OCPR manages over 4,700 acres of undeveloped natural areas that serve as regional hubs of biodiversity and are part of the larger green infrastructure network in Oakland County. These resources contribute not only to the parks where they are found but also to the ecologic and economic prosperity of the entire county. Oakland County Parks manages natural resources for optimal ecosystem function and institutes environmentally sustainable practices throughout the park system. Natural Resources Management Plan (NR) The Natural Resources Management Plan identifies funding for projects and programs that protect and restore ecosystems within Oakland County parks. The priorities for investment in natural resources are guided by the Strategic Action Plan's mission and strategic goal for managing natural resources: 3 Mission: The Oakland County Parks and Recreation Commission is dedicated to providing quality recreation experiences that encourage healthy lifestyles, support economic prosperity, and promote the protection of natural resources. Goal — Protect Natural Resources: Increase land dedicated to protection of natural resources, preserve existing high -quality ecosystems, and improve ecological communities that are fragmented or degraded. See Natural Resources Management Plan for details. Operational Investment Investment in projects or programs that are not typically defined as capital yet may result in large expenditures within the annual operations budget. The Maintenance Management Plan and Natural Resources Management Plan are funded with operational investment. See also Capital Investment. Park Planning Process for determining an overall 10-year vision for a park and concepts for facility development that are informed by OCPR and public policy, staff knowledge, public input, recreational and demographic trends, best practices, and OCPR budgetary conditions. Planning Review The planning review is a compilation of background information and an in-depth analysis of the anticipated outcomes of a planned project. 3 Strategic Action Plan mission and goals from OCPR's 5-Year Parks and Recreation Plan, approved 2/1/2018. Program A budgetary plan of action to accomplish a specified end (such as resolving non-compliance with ADA) or to manage reinvestment into a specific type of asset (such as repair of roofs, replacement of fencelines, and management of freshwater resources) on a park system -wide basis. Programs are identified within the Capital Improvement Program, Maintenance Management Plan and Natural Resources Management Plan. See Program Descriptions. Project Priority Each project is assigned an initial priority category. The primary purpose of these categories is to establish and communicate each project's importance for budgetary approval purposes. Additionally, these priority categories assist management to assign Active Projects (see Proiect Status) and create project schedules, which are regularly reported to the Commission. The priority levels are as follows: ■ Priority #1— Health and Safety: o Completion of a project is important to protect patrons and staff from physical injury or harm. o Completion of a project is important to protect patrons and staff against the transmission of biological disease. ■ Priority #2 — Regulatory: o Completion of a project is needed for compliance with local, state or federal laws, ordinances and regulations. o Completion of a project is needed for compliance with public or private sponsorship, or other funding arrangements. ■ Priority #3 — Customer Service — Efficiency and Operational Savings: o Completion of project may decrease annual operational costs for facilities or budget centers. ■ Priority #4 — Customer Service — Revenue Generation: o Completion of project may enhance annual revenue to a facility or budget center from patron pay per use fees. ■ Priority #5 — Customer Service — Facility Enhancement: o Completion of a project may clearly increase customer satisfaction or significantly enhance the experience of patrons. o Completion of a project may enhance the natural, aesthetic, structural quality or the useful life of a facility. Project Status Projects will be described relative to funding and scheduling, including: Active Proiects are new and/or previously forecasted projects that will become ACTIVE and managed according to the Commission Approval Workflow once approved in the proposed funded fiscal year. Active management of these projects typically will begin October 1st of the proposed fiscal year. Pendins Proiects are new and/or previously forecasted projects that are PENDING approval of funding sources from grants, partnerships, sponsorships, etc. within the proposed funded fiscal year or future unfunded fiscal years. Commission approval is required for a pending project to become active. Unscheduled Proiects are new and/or previously forecasted projects that are being considered for funding but are not scheduled or have not been prioritized within the current forecast window. Remodeling or Renovation Improvement of an existing infrastructure, facility or structure that also enhances and renews the aesthetics. 67 Replacement Replacement of an existing infrastructure, facility or structure with a new infrastructure, facility or structure that has the same function and similar characteristics. Scope Description of a project that identifies the type of infrastructure, facility or structure planned, its location and overall purpose, materials and dimensions. Structure An asset that is built or constructed, as a building, bridge, or dam. Upgrade Improvement of infrastructure, facility, or structure that brings it up to more current standards, materials and/or technology. .: Program Descriptions Park assets are managed through inventory, evaluation, routine maintenance, inspections by staff and qualified professionals, repairs and/or replacement of specific assets. This systematic asset management always results in greater knowledge about the status and condition of our assets and may also result in the implementation of system -wide programs to manage specific asset types or the scheduling of projects to repair or replace an individual asset. These actions are a direct implementation of the strategic goal identified in OCPR's Parks and Recreation Master Plan 2018-2022 to sustainably reinvest in existing assets and infrastructure. The table below identifies the various system -wide asset programs that are in place and if Capital Improvement Program (CIP), Maintenance Management Plan (MMP) or Natural Resource Management Plan (NR) projects or programs are included in these Asset Management Plans. Management responsibility is designated for each program and, in several cases, indicates multiple staff units. Where the primary responsibility falls will depend on the scope of work for individual projects. Table 2: List of programs Focus Area Program Description C M Management I M Responsibility P P NR OCPR is required to comply with the Americans with Disabilities Act (ADA). Transition plans for each park identify actions to update facilities to meet o ADA standards. Actions include continued management of ADA Transition Accessibility ✓ ✓ Q v Plans, replacement of existing building and grounds fixtures with ADA- Work Group Qcompliant fixtures and improvement of routes between parking areas and park amenities and facilities to be accessible to persons of all abilities. u The updated National Electric Code (NEC) requires evaluation and Arc Flash ra M _Q Hazard and Safety Equipment labeling of all existing electrical panels. This 5 Facilities U year engineering analysis program is based on the updated NEC to evaluate ✓ Maintenance oc o and Arc Flash Hazard and Safety Equipment label all existing electrical Q u panels located throughout the park system. 'o When replacement or renovation is not feasible, park assets that are at the Property p Y E end of their useful life may need to be removed and the asset site restored. Acquisition and Actions include legal and compliance review, asset removal, and site ✓ Management v restoration in accordance with Oakland County Board of Commissioners Work Group Q(BOC) policy and all applicable federal, state and local regulations. Analysis of more than 700 various heating, ventilation and air conditioning U0_ Q) systems such as furnaces, boilers, hot water heaters and water softeners Preventative was conducted in 2015. Using this information, staff has prioritized and Maintenance ✓ ✓ _Q m forecast individual replacement projects and continues to periodically Unit LU inspect, service, repair and update the building equipment inventory. Analysis of more than 230 building roofs was conducted in 2015. Using this oinformation, staff has prioritized and forecast individual replacement Project ° projects and continues to periodically inspect, service, repair and update Management ✓ ✓ m� p l p Y� p p the building roof inventory. Group We Focus Area Program Description C Management I Responsibility P Inspections of structures such as bridges, docks, dams, and towers are conducted by a qualified engineer to monitor structural integrity and v identify potential maintenance and safety issues. Inspections commence 15- '� 25 years after construction and are repeated every 5 years. More frequent Project Management ins inspections, re air and orre lacement will be scheduled based on results c-n Group U c of the inspection report. Inspections of infrastructure such as water systems and septic fields are conducted by a qualified professional in accordance with the requirements of the relevant regulatory agency. M M P Analysis or more than 320,000 lineal feet (60 miles) of various perimeter v and interior fencing types has resulted in prioritization and forecast of individual replacement projects, as well as a maintenance program to Project v Management ✓ ✓ vreplace fenceline components including posts, fabric and wires. Staff Group ,L continues to periodically inspect, service, repair and update the fenceline inventory. Forest resources are being degraded by diseases, age, forest pests and natural disturbances. Protection of high -quality native trees, maintenance i of hazardous trees and planting of new trees is needed to preserve natural Natural vcommunities, ensure the safety of park patrons, protect built infrastructure Resources and beautify the park system. Actions include maintenance and operational Management support for removal of hazardous trees, oak wilt (and other tree disease) management, and tree plantings. Freshwater resources (lakes, rivers, streams) and the animals that inhabit .� them are being degraded by poor water quality and aquatic invasive Ospecies. Protection of high -quality freshwater resources is necessary for Natural C_ M native plants and animals, regional water quality and preservation of park Resources v W recreational opportunities such as fishing and kayaking. Actions include Management v, maintenance and operational support for contractual control of high priority aquatic invasive species and water quality monitoring. v Inventory and analysis of potentially historically significant assets is " " E underway for the purpose of building an information base and management Planning and o w recommendations in advance of the need to make decisions about specific Resource cf c assets and that are focused on enhancing the park experience. Development Habitat improvements are needed to restore biodiversity and native species v populations to degraded natural areas and to protect intact high -quality v natural communities. Restoration will also encourage recreational Natural C- ru Resuces J M opportunities such as hiking and biking. Actions include restoration of Manao erment M natural plant communities through prescribed burning, seeding and g > mowing. _0 Staff annually inspects and reviews all facilities to identify, prioritize and u budget individual projects within the various budget center's Building Facilities W . Maintenance Line Item, including the interior/exterior of all building and Maintenance ✓ '� o park components, including signs and playgrounds, based on standard and Park U facility or park colors and all surfaces requiring painting, staining or other Operations a coatings. NR ✓ ✓ ✓ ✓ 70 C M Focus Program Description Management I M Area Responsibility P P NR Pavement analysis of over one million square yards of various paving Facilities materials including asphalt, concrete and paver units, focusing on vehicle Maintenance; v circulation and parking to various park facilities was conducted in 2015. Project E Using this information, staff has prioritized and forecast individual Management ✓ ✓ replacement projects and continues to periodically inspect, service, repair Group; and update the pavement inventory. Repairs are prioritized by safety issues, Park condition and age. Operations LA Playgrounds are inspected monthly by staff who are certified playground Facilities I inspectors. Playground inspections result in routine repairs and Maintenance maintenance and forecast of playground replacement based on the and Project ✓ ✓ >_ condition and age of the asset. Management a Group Ln °Q' Park system -wide program to contract with various professional disciplines v that are not within the professional capabilities or resource availability of N staff. Contractors will assist with the completion of small operations Project C projects and with scope and budget development of larger projects. Management ✓ '° Professional disciplines include but are not limited to mechanical, electrical, Group Ln civil, architectural and estimating. Funding will be managed by staff through o L annual contracts. Park system has more than 2,500 vehicle and pedestrian wayfinding and v operational signs. Much of the signage is inconsistent or outdated and does ru not meet current sign and branding standards. The goal of the program is to Wayfinding ✓ ✓ increase clarity, eliminate sign pollution, and comply with OCPR brand Work Group standards. Actions include evaluation, removal and replacement as indicated. Stormwater infrastructure within the parks is aging rapidly and annual v proactive maintenance is necessary to ensure functioning stormwater �C management systems. Actions are intended to ensure compliance with the Natural Ln c Department of Environment, Great Lakes & Energy (EGLE) Storm Water ✓ ✓ ✓ Resources E Pollution Prevention Initiative, including inspection and maintenance of Management o stormwater systems and associated maintenance and may include `n identification of projects to improve and/or replace stormwater management systems. Park system -wide program to focus on enhancement of existing trails. The °J program includes ongoing surveys of existing trail conditions and v development of a phased strategic maintenance plan. Plans to upgrade Trails Work ✓ r- high -priority trails within the park system include regrading, re -alignment Group and other trail surface improvements. w 71 Focus Program Description Management Area Responsibility Native wildlife resources (birds, mammals, fish, reptiles, amphibians, c v invertebrates) are being negatively impacted resulting in the need for E surveying and proactive management to ensure healthy, diverse Upopulations that encourage recreational opportunities such as hiking and Natural C bird watching. Additional management is necessary for nuisance wildlife ru 2 that create negative interactions with park patrons and wildlife with high Resources 0) population levels (deer, beaver) that impact natural resources. Actions Management include management of unsustainable populations of native wildlife (deer, geese, beaver), populations of non-native wildlife (mute swans) and surveying and habitat restoration of native wildlife populations. co Staff annually inspects and reviews all windows and doors to identify, Facilities L prioritize and budget individual replacement projects within the various cost 0 °o center's Building Maintenance Line Item, including interior and exterior g g Maintenance and Park window and doors. Door types include decorative doors, utility doors, overhead doors and hardware replacement. Operations C M I M P P NIR ✓ ✓ 72 Planning Review The Planning Review is an overview of potential outcomes for projects that are proposed for funding by the Oakland County Parks and Recreation Commission (Parks Commission). The potential outcomes are related to existing plans, best practices, demographic and recreational trends, and other supporting documentation and data. The intent of the Planning Review is to inform the proposed project in a way that will improve outcomes and provide critical information to the Parks Commission regarding the project's relevance to the goals and objectives of Oakland County Parks. This section is an overview of the information provided by the Planning Review to support project development by staff and review by the Parks Commission. Project Identification In this initial section we identify the asset (or assets) and the location by park and budget center. The project is identified by name and reference by Project ID to the Asset Management Database. It also tracks the dates for creation and update of the Planning Review and the names of staff responsible for the Planning Review. Staff Recommendation The recommendation is the result of the research in the Planning Review and reflects staff's recommendation for the project's next steps and whether to continue with the project. Project Description The project description documents the current conditions and the need for the project. The project scope describes the actions that comprise the proposed project and a schedule is proposed for those actions. A photo of the location is provided in this section. Funding considerations are discussed, i.e. grant opportunities. For more expensive or complex projects, it may be necessary to consider alternatives and the consequences of each alternative. With more routine projects, such as replacement of a fenceline, roof, or building equipment, there is no need to consider alternatives. In many cases, a simple list of alternatives and budget implications can be provided. Alternatives may be a simple yes/no, i.e. doing the project or not doing the project, or may compare multiple design options. In cases where options have more complex implications for public perception, revenue generation, impact on operations, etc., a detailed study of alternatives should be conducted and attached to the Planning Review. Project Implementation Plans This section explores actions that need to be planned in association with the proposed project and other considerations and impacts. Park Operations and Facilities Maintenance The park operations staff has an opportunity to review and comment on the project and provide their recommendations regarding the following questions. What impacts are expected on attendance, revenue, and cost recovery? Will there be an impact on the annual operations budget, and will additional staffing be required? What will be the effect on long-term maintenance of the asset or facility? Natural Resources Management (NR) Natural Resources Management staff provides comment on potential natural resources impacts and recommendations to avoid negative impacts. NR recommendations may impact the scheduling of a 73 project in order to avoid spreading invasive species or tree diseases (such as oak wilt) or harming wildlife in a vulnerable stage of lifecycle. NR will provide recommendations for equipment staging, site restoration and long-term maintenance. Access and Inclusion This section will reference any requirements for accessibility updates that have been identified in the Americans with Disabilities Act (ADA) Transition Plan and provide recommendations for actions to comply with ADA and meet best practices for Universal Access and inclusion. Public Engagement Most projects, such as repairs and replacements, do not change the function or capacity of a facility and entail actions that do not require public engagement. Larger and more complex projects will require public engagement to ensure the investment of public funds is aligned with public recreational need. The Planning Unit will prepare a Public Engagement Plan (PEP) that will be summarized in this section. Examples of public engagement include online and on -site surveys, design charettes, and public meetings. Communications and Marketing Projects may require communication with the public and facility users, especially if the project will cause temporary closure of a park or facility or to let the public know about changes in the function or capacity of a facility. Communications and Marketing Unit actions will coordinate with the Public Engagement Plan. Examples of Communication and Marketing actions include social media, signage, press releases, and events celebrating the opening of a facility. Recreation Programming Changes to assets and facilities may affect the delivery of recreational programs. Project design needs to consider the design of any associated programming. Input from Recreational Programs and Services Unit is needed to ensure that projects enhance the ability to provide programs or at least do not negatively impact programming. Coordination of project schedules with programming schedules is especially important. Compliance and Permitting Reviews Environmental Regulations This section is completed by Natural Resources Management staff and includes a checklist of environmental regulations and permits that may apply to the project and recommendations for compliance. The checklist, at a minimum, includes US Fish and Wildlife Service (USFWS) Eastern Massasauga Rattlesnake implementation Plan (EMRIP), Michigan Department of Environment, Great Lakes and Energy (EGLE) wetland regulations, Road Commission of Oakland County (RCOC) right of way permitting, and the Oakland County Water Resources Commission (WRC) soil erosion and sedimentation control (SESC) permitting. Building Regulations Project Management Unit staff provides a list of codes and regulations that apply to the project and recommendations for compliance. Grant Compliance Planning Unit staff review the project and determine if there are any grant agreements related to the asset or facility, such as Michigan Natural Features Trust Fund (MNRTF) or Land and Water Conservation 74 Fund (LWCF) grants. If there are associated agreements, Planning Unit staff will determine if the project complies with the grant agreement (i.e. the project does not impact the recreational purpose of the grant -funded land or facility) or if further review is required. Planning staff will consult with granting agencies as required and update this section as needed. Other Property Restrictions In addition to grant agreements, Planning Unit staff will review the project to determine if there are any other known property restrictions or encumbrances in place that relate to the asset. Examples include utility easements, conservation easements, and deed restrictions. Planning Unit or Project Management Unit staff will follow up with easement holders as required and update this section as needed. Standards and Practices The Asset Management Plans align with the following national standards (CAPRA, 2014): ■ CAPRA 7.5.2: PREVENTATIVE MAINTENANCE PLAN There shall be a comprehensive preventative maintenance plan to provide periodic, scheduled inspections, assessment and repair, and replacement of infrastructure, systems and assets. This includes certifying, checking or testing for optimum operation based on applicable industry standards, local guidelines, city requirements and/or manufacturer's recommendation for maintenance and replacement of parks, with the intent to ensure that park assets are maintained for optimum use and safety and have the ability to reach or extend its full life cycle and expected return on investment. ■ CAPRA 7.11: CAPITAL ASSET DEPRECIATION AND REPLACEMENT SCHEDULE The agency shall have an established depreciation and replacement schedule for all park and recreation capital assets including buildings, facilities, and equipment that have predictable life cycles. Schedules should identify the useful life of each element and the associated costs of replacement. Capital asset depreciation and replacement schedules, including projected costs of replacement, should be reflected in the agency's financial plan. Other standards may apply to individual projects and will be documented in this section as appropriate. Planning Background 5-Year Park Statistics The 5-year history of park or budget center operation is provided to show trends in attendance, revenue and expense, and capital investment. Planning History The Oakland County Parks and Recreation Master Plan 2018-2022 ("Rec Plan") identifies overarching strategic goals that provide a framework for the design and implementation of the Asset Management Plans (OCPRC, 2/1/2018, p. 9.3). ■ GOAL: MANAGE ASSETS AND INFRASTRUCTURE Sustainably reinvest in existing assets and infrastructure, make new investments when supported by fiscal resources, recreational trends, public engagement, and usage data ■ GOAL: BE FISCALLY SUSTAINABLE Operate in a manner that ensures out long-term ability to provide high -quality parks, recreation facilities and programs to the residents of Oakland County ■ GOAL: PROTECT NATURAL RESOURCES Increase land dedicated to protection of natural resources, preserve existing high -quality ecosystems, and improve ecological communities that are fragmented or degraded The following objectives from the Strategic Action Plan within the Rec Plan provide further guidance on development of the Asset Management Plans (OCPRC, 2/1/2018, pp. 9.4-5). 75 ■ OBJECTIVE 2: ACCESSIBILITY AND INCLUSION Implement best practices to provide recreational facilities and programs that comply with accessibility regulations and guidelines and, to the extent possible, are usable by people of all abilities ■ OBJECTIVE 3: ASSET AND INFRASTRUCTURE MANAGEMENT Design, construct, and maintain park system assets and infrastructure to enhance function and aesthetics of assets with the efficient use of resources ■ OBJECTIVE 4: BUDGET AND FINANCE Mange finances to ensure the long-term provision of quality recreational services ■ OBJECTIVE 8: NATURAL RESOURCE MANAGEMENT Proactively manage the ecological integrity of Oakland County Parks' natural resources in perpetuity ■ OBJECTIVES 11: PARKS AND FACILITIES — NEW INVESTMENTS IN ASSETS AND INFRASTRUCTURE OBJECTIVE 12: PARKS AND FACILITIES— REINVESTMENT IN ASSETS AND INFRASTRUCTURE Operate, maintain and improve parks to increase attendance and improve their sustainability within the park system ■ OBJECTIVE 13: PLANNING Support the development and management of sustainable facilities and programs with relevant data and best practices ■ OBJECTIVE 17: TRAIL MANAGEMENT AND DEVELOPMENT Develop and maintain park trails that serve a variety of trail users and connect regionally Historical Significance OCPR maintains a list of assets that are older than 50 years. For these assets and if significant changes are proposed, the Planning Unit will complete and attach an Asset Future Determination (AFD) report, which includes an evaluation of the asset's historical significance per National Park Service standards. If the asset is determined to be historically significant, recommendations will be provided. Public Engagement History The 2017 Oakland County Community Needs Assessment Survey asked residents their level of support for having Oakland County Parks and Recreation use tax dollars for various improvements (Q17) (ETC, September 2017). The top three choices were: 1. Fix up & repair older structures & playgrounds (76% supportive) 2. Fix up & repair roads & parking lots (75% supportive) 3. Make facilities more accessible for everyone (68% supportive) For individual projects, the history of park or facility -specific will be provided. Other Service Providers When a project adds new recreational services, it is important to determine that the need for this service is not already being met by other providers, public or private. The Planning Unit will provide a list or table of service providers within Oakland County or within an appropriate drive -time radius and a map as needed. References CAPRA. (2014). Commission for Accreditation of Park and Recreation Agencies National Accreditation Standards. Washington DC: National Recreation and Parks Association. ETC. (September 2017). Oakland County Parks and Recreation Community Needs Assessment Survey. Waterford MI: Oakland County Parks and Recreation Commission. OCPRC. (2/1/2018). Oakland County 5-Year Parks and Recreation Master Plan 2018-2022. Waterford MI: Oakland County Parks and Recreation Commission. 76 Park Planning and Project Workflow Table 3: Project planning and implementation workflow WORKFLOW PHASE TASKS 0 m z CW C a O W W a W v m D O Ln W W oif c7 z z z g a (D z UJ W c7 0 m Compile Information: I. Pre- Natural resources, Planning recreational services, market data, trends, history Analyze: Park -user II. Inventory characteristics, perceptions and Analysis and needs, community need, accessibility of park facilities PUBLIC ENGAGEMENT PRODUCTS Review of Baseline Park Analysis existing and on -going public planning Map Set engagement Targeted public Public Engagement engagement as Reports indicated; stakeholder ADA Accessibility communication Transition Plan COMMISSION RESOLUTIONS Draft: Park vision, objectives, III. Concept performance metrics, facility Park Vision and Development Facility Concepts concepts Conduct: Additional research, IV. Concept review by staff, Commission Refinement and stakeholders, revise and update documents Forecast: Capital budgets based on unit costs and past V. Forecasting projects and operational budget impacts Conduct: Design process for VI. Project pre -design, schematic and Conceptual design development phases, Design including the planning review report for Workflow phases I - IV VII. Project Conduct; Design Process for Construction Construction documents, Documents permitting bidding and procurement phases. Final Park Plan (Baseline, Map Set and Vision/Concepts) Asset Management Plans Receive and file park plans; Approve incorporation into 5- Year Parks and Recreation Master Plan Approve total budget amount and selection of design and construction projects within funded fiscal vear Targeted Refined Project Scope facility -specific & Budget Approval of public conceptual design engagement as planning Review program and budget indicated Final Project Scope & Budget Approval to proceed with construction implementation as outlined in Commission Memo Vill. Project Implement: Construction Final Project Report Construction administration phase Post -Construction Evaluation Evaluate: Performance Annual updates to IX. Evaluation metrics identified in park Park Plan 77 Budget Center Abbreviations A budget center is defined as a segment of a business for which revenues and expenses are separately calculated. Within Oakland County Parks, each budget center is a distinctly identifiable division of the agency whose managers are responsible for all its associated revenues and expenses and for ensuring adherence to its budgets. Table 4: Budget Center List Abbrev. Dept. / Budget Center Description Chief / Other ACC Addison Oaks Conference Center Tom Hughes ADD Addison Oaks Park Tom Hughes ADM Administrative Services Dan Stencil/Sue Wells AUD Auditing Pam Weipert CAT Catalpa Oaks Park Tom Hughes FM Facilities Maintenance & Development Mike Donnellon FSA Fiscal Services —Administration Gaia Piir FSP Fiscal Services — Parks & Rec Holly Conforti GLC Glen Oaks Conference Center Tom Hughes GLG Glen Oaks Golf Course Tom Hughes GRC Groveland Oaks Concessions Jim Dunleavy GRV Groveland Oaks Park Jim Dunleavy HGH Highland Oaks Park Jim Dunleavy HRV Holly Oaks ORV Park Jim Dunleavy IND Independence Oaks Park Jim Dunleavy LYC Lyon Oaks Conference Center Tom Hughes LYG Lyon Oaks Golf Course Tom Hughes LYP Lyon Oaks Park Tom Hughes LYR Lyon Oaks Restaurant Svc Tom Hughes NR Natural Resource/CISMA Mike Donnellon ORN Orion Oaks Park Jim Dunleavy RDD Red Oaks Dog Park Tom Hughes RDG Red Oaks Golf Course Tom Hughes RDP Red Oaks Park Tom Hughes REC Recreation Programs & Services Brandy Sotke-Boyd RSE Rose Oaks Park Jim Dunleavy RWC Red Oaks Waterpark Concessions Tom Hughes RWP Red Oaks Waterpark Tom Hughes SAC Springfield Oaks Activity Center /Park Jim Dunleavy SPG Springfield Oaks Golf Course Jim Dunleavy SPR Springfield Oaks Restaurant Jim Dunleavy WBX Waterford Oaks BMX Jim Dunleavy WCM Oakland County Market Jim Dunleavy WLC White Lake Oaks Conference Center Tom Hughes WLG White Lake Oaks Golf Course Tom Hughes WLR White Lake Oaks Restaurant Svc Tom Hughes WTR Waterford Oaks Activity Center /Park Jim Dunleavy WWC Waterford Waterpark Concessions Jim Dunleavy WWP Waterford Oaks Waterpark Jim Dunleavy Additional account numbers: CIPxxxx I CIP Projects (XXXX = CIP project number) Mike Donnellon 78 Unit Descriptions Table 5: List of Units Unit ID Unit Name Unit Description Unit Calculation Surface Area of a facility or land mass AC Acre regardless of depth or elevation 43,560 SF Volume measurement of materials for a CF Cubic Foot facility Volume measurement of materials for a CYD Cubic Yard facility 3'X3'X3' = 27 CF EA Each Cost for Individual elements of a facility Cost for individual elements of a facility, in FLD Field(s) particular to recreational fields Cost of individual elements of a facility, in FTR Feature(s) particular to Waterparks GAL Gallon Volume measurement in US Gallons Cost for Individual elements of a facility, in HOLE Golf Hole(s) particular to Golf Courses Linear measurement of a facility regardless LF Linear Foot of width Overall cost of facilities, based on prior LS Lump Sum projects or experience Linear measurement of a facility regardless M Linear Mile of width 5,280 LF PCT Percentage Percentage of facility costs. Surface Area of a facility or land mass SF Square Foot regardless of depth or elevation Vertical surface area of a facility or wall SFF Square Face Foot (Length x Ave. Height) LF X Avg. Height Cost for individual elements of a facility, in SITE Site(s) particular to Camp Grounds Surface Area of a facility or land mass SM Square Mile regardless of depth or elevation 640 AC SPC Space(s) Cost for individual elements of a facility Surface Area of a facility or land mass SY Square Yard regardless of depth or elevation 3'x3' = 9 SF Weight measurement of materials for a TON Tonnage facility 2,000 LBS Linear measurement of a facility regardless YD Linear Yard of width 3 LF All other units to determine initial project Other Other budgets 79 III. Fiscal Information Investment in Assets Investment goals The current year's project list is guided by the following Strategic Action Plan goal to manage assets and infrastructure: Sustainably reinvest in existing assets and infrastructure, make new investments when supported by fiscal resources, recreational trends, public engagement, and usage data 4. Two types of investment in assets are identified — new investment and reinvestment; and further identify that the reinvestment will either consist of projects that manage the asset on schedule or projects that resolve asset management that has been deferred. See Definitions section for details on each project priority level. Reinvestment in Existing Assets The current year's project list represents a 100% reinvestment in existing assets and facilities, with 18% consisting of regular asset management projects and 82% consisting of projects to resolve deferred asset management. The park system assets have an estimate total replacement value of $119,814,3305. Calculated reinvestment rate in FY2022 is 4.97%.6 Figure A: FY2022 Asset Management Percentages — Investment in Existing Assets 0% ■ DM - Projects to resolve Deferred Asset Management ■ RM - Regular Asset Management projects ■ New - New Investment in Assets Table 6: FY2022 Asset Management Totals — Investment in Existing Assets Capital Improvement Program DM - Projects to resolve Deferred Asset Mgt 4,286,000 RM - Regular Asset Management projects 120,000 New - New Investment in Assets - Totals 4,406,000 Natural Maintenance Resources Management Management Plan Plan Totals 557,000 15,000 4,858,000 127,800 851,000 1,098,800 684,800 866,000 5,956,800 4 The Strategic Action Plan was approved by OCPRC on 1/10/2018 and adopted by OC Board of Commissioners on 1/2/2018 as part of the Parks and Recreation Master Plan 2018-2022. 5 Oakland County Parks' Annual Dashboard and Data Book for Fiscal Year 2020. 6 According to both the "National Research Council — Building Research Committee", and the "Association of Physical Plant Administrators (APPA), Capital Renewal and Deferred Maintenance Programs Report, 2009, Harvey Kaiser", an estimated 2%- 4% reinvestment (capital renewal) of the current replacement value of facilities is recommended. Historical Reinvestment in Existing Assets Figure B: Reinvestment history FY2013-FY2022 120% 96% 100% 100% 100% 100% 100% y� io 80% 72V- 69% 60 59% 57% 40% 20% 0% 2013 2014 2015 2016 2017 2018 2019 2020 2021 DRAFT 2022 0 2013 0 2014 0 2015 0 2016 0 2017 0 2018 0 2019 0 2020 0 2021 0 DRAFT 2022 Table 7: Reinvestment history FY2013-FY2022 Capital 7 Fiscal Improvement Maintenance Natural Resources % Investment in % Reinvestment Year Program Management Plan Management Plan New Assets in Existing Assets 2013 $6,138,785 $1,601,000 37% 73% 2014 $11,075,518 $1,283,400 41% 59% 2015 $6,674,335 $1,482,500 43% 57% 2016 $1,500,000 $515,000 10% 90% 2017 $1,500,000 $680,500 31% 69% 2018 $2,094,000 $1,166,500 4% 96% 2019 $2,623,500 $1,059,000 0% 100% 2020 $2,033,000 $1,054,450 0% 100% 2021 $1,722,750 $952,200 0% 100% DRAFT $4,406,000 $684,800 $866,000 0% 100% 2022 Budget Comments: 2013-2014: First year of 15-year forecast, uncompleted prior year CIP Projects rolled into current year 2015: First year of 10-year forecast, uncompleted prior year CIP Projects rolled into current year 2016-2022: First year of 5-year forecast, no rollover of prior year CIP Projects 2022: The Natural Resources Management Plan, formerly a part of the Maintenance Management Plan, is a separate budget starting in 2022. 81 Project Priorities Each project is assigned an initial priority category. The primary purpose of these categories is to establish and communicate each project's importance for budgetary approval purposes. Additionally, these priority categories assist management to assign projects and create project schedules, which are regularly reported to the Commission. See Definitions section for details on each project priority level. Figure C: FY2022 Project Priority Percentages — all projects' 1.02%— 9.13% % ■ 1- Health & Safety ■ 2 -Regulatory Figure D: FY2022 Project Priority Percentages for each budget Capital Improvement Program 1.02 9.76% I 1.48% FIAA 87.7 4% ■ 3 - Customer Service - Operational Efficiency ■ 4 - Customer Service - Revenue Generation ■ 5 - Customer Service - Facility Enhancement Maintenance Management Plan 2.341___ 23.36% 57.68% i Table 8: FY2022 Project Priority Totals — all projects Capital Improvement Program 1 - Health & Safety 430,000 2 - Regulatory 65,000 3 - Customer Service - Operational Efficiency 3,866,000 4 - Customer Service - Revenue Generation 45,000 5 - Customer Service - Facility Enhancement - Totals 4,406,000 Natural Resources Management Plan 0.00% 0.00% 1 0.58% 99.4 2% Maintenance Natural Management Resources Plan Mgt Plan Totals 113,800 - 543,800 160,000 5,000 230,000 395,000 861,000 5,122,000 16,000 - 61,000 684,800 866,000 5,956,800 ' No projects in FY2022 are identified at Priority Level 5 (Customer Service — Facility Enhancement) RVA IV. Capital Improvement Program The Capital Improvement Program is a plan to manage capital investments over a 5-year period. Capital investments are funded from unrestricted net position. Oakland County Fiscal Services defines a capital investment as any investment over $5,000 that improves, replaces and/or extends the lifecycle of all or a portion of a capital asset or that creates a new asset. Projects to be funded by capital investment are identified and forecast in the Capital Improvement Program. 83 FY2022 Capital Improvement Program Project List The project list identifies projects or programs to be funded and implemented within the identified fiscal year. The total budget for the fiscal year is approved by the Parks Commission as part of the annual budget process. Individual projects are brought to the Parks Commission as appropriate. 84 OUNTLAN Yp"Ks FY2022 Capital Improvement Program Project List Budget Project Project Center ID Asset Name: Project Name Priority FY2022 Capital Projects Park System Programs ADM 123 Accessibility Addison Oaks ACC 3 Conference Center ACC 5 Conference Center ADD 281 Addison Playgrounds ADD 1819 House 1480 W Romeo Road ADD 17 Maintenance Building ADD 1735 Site and Grounds Glen Oaks GLC, GLG 1616 Clubhouse GLC, GLG 1809 Clubhouse GLG 34 Golf Course Irrigation System Groveland Oaks GRV 153 Cabins GRV 160 Firewood Shed GRV 1034 Group Area 1 Pavilion GRV 1035 Group Area 10 and 11 Pavilion GRV 1036 Group Area 12 and 13 Pavilion GRV 1037 Group Area 2 and 3 Pavilion GRV 1038 Group Area 4 and 5 Pavilion GRV 1039 Group Area 6 and 7 Pavilion GRV 1040 Group Area 8 and 9 Pavilion GRV 157 Park House 6000 Grange Hall GRV 1224 Pines Playground Holly Oaks HRV 1936 Proposed New HRV 1937 Proposed New Independence Oaks IND 161 Boathouse IND 163 Concession and Bathhouse IND 53 Dock and Boardwalk IND 1058 Lakepoint Pavilion IND 56 Moraine Knoll Playground IND 1980 Park Entrance Boulevard IND 1979 Park Entrance Road IND 1982 Park Road North IND 1983 Park Road South Red Oaks ADA Transition Program 1 41406,000 50,000 Garden Room AC Replacement 3 12,000 Restroom Furnace Replacement 3 10,000 Improvements 1 80,000 Conversion to Park Offices 3 75,000 Water Softener Replacement 3 15,000 Group Area 3 & 4 Repurposing 4 45,000 Electrical Improvements 1 140,000 Roof Replacement Shingle 3 42,500 Upgrade Phase II 3 500,000 Decking Replacements 3 84,000 Replacement 3 15,000 Roof Replacement Shingle 3 5,000 Roof Replacement Shingle 3 6,000 Roof Replacement Shingle 3 6,000 Roof Replacement Shingle 3 6,000 Roof Replacement Shingle 3 6,000 Roof Replacement Shingle 3 6,000 Roof Replacement Shingle 3 6,000 Roof Replacement Shingle 3 17,000 Replacement 1 80,000 Parking Lot 3 200,000 Parking Lot Grant Reimbursement 3 -200,000 Roof Replacement Shingle 3 18,500 Site and Building Improvements 3 25,000 Replacements 3 200,000 Roof Replacement Shingle 3 6,000 Replacement 1 80,000 Paving 3 287,500 Paving 3 438,000 Paving 3 487,500 Paving 3 337,500 Project Priority Legend 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement FY2022 Capital Improvement Program Project List 85 Budget Project 'enter ID Asset Name: Capital Projects Red Oaks RDP 1315 Nature Center RDP 1917 Nature Center RWP 181 Waterpark Bathhouse RWP 825 Waterpark Maintenance Building RWP 187 Waterpark Pavilion RWP 79 Waterpark River Ride Springfield Oaks SPG 100 Maintenance Building North Waterford Oaks ADM 105 Administration Building ADM 108 Facilities Maintenance Building WTR 110 Paradise Peninsula Landing Building WTR 112 Platform Tennis Courts (2) White Lake Oaks WLG 1179 Golf Course Irrigation System Capital Projects Budget Target Project Name Project Priority FY2022 4,406,000 Site and Landscape Improvements 3 40,000 Site and Landscape Improvements Reimbursement 3 -17,500 Roof Replacement Metal 3 120,000 Main Wave Pool Boiler Replacement 3 100,000 Roof Replacement Metal 3 200,000 ADA Entrance Railing 2 65,000 HVAC Replacement 3 15,000 Boiler Replacement 3 462,000 HVAC Replacement 3 100,000 Boiler Replacement 3 10,000 Tube Heater Replacements 3 5,000 Replacements Phase II 3 220,000 -4,358,300 1750 Budget Target Capital Improvement Program Grand Total (Amount over (<0) or under (>0) Budget Target) -4, 358, 300 47,700 Project Priority Legend 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement FY2022 Capital Improvement Program Project List FY2022-FY2026 Capital Improvement Program Forecast In addition to the current year's project list, the forecast identifies projects and programs over the following four years. This provides a snapshot of the needs and anticipated actions required to manage OCPR's assets over a 5-year period. The total budgets for the current year are approved by the Parks Commission as part of the annual budget process and the four years of forecast projects and programs are received and filed. 87 CAKLAND FY2022-FY2026 Capital Improvement Program Forecast COUNTYPARKS Budget Project Project Center ID Asset Name: Project Name Priority FY2022 FY2023 FY2024 FY2025 FY2026 Capital Projects 4,406,000 4,960,500 5,143,920 4,559,800 Park System Programs -EL4,407,500 ADM 123 Accessibility ADA Transition Program 1 50,000 50,000 50,000 50,000 50,000 Addison Oaks ACC 1 Conference Center Boiler Replacement 3 126,000 ACC 2 Conference Center Deck Replacement 1 53,000 ACC 3 Conference Center ACC 5 Conference Center ACC 8 Conference Center Garden and Entrance ACC 1655 Conference Center Parking Lot North ACC 1656 Conference Center Parking Lot South ADD 1638 Adams Lake Lodge ADD 281 Addison Playgrounds ADD 141 Buhl Lake Boathouse ADD 1642 Cabin 5 ADD 1643 Cabin 6 ADD 1819 House 1480 W Romeo Road ADD 17 Maintenance Building ADD 145 Maintenance Yard and Parking Lot ADD 144 Park Entrance Drive ADD 1658 Section C Restroom ADD 1735 Site and Grounds ADD 142 Site and Grounds ADD 1720 Yurt 1 North ADD 1721 Yurt 2 South Catalpa Oaks Garden Room AC 3 Replacement Restroom Furnace 3 Replacement Renovation 5 Improvements 3 Improvements 3 Air Conditioning 4 Improvements 1 Restroom Construction 3 Improvements 3 Improvements 3 Conversion to Park Offices 3 Water Softener 3 Replacement Maintenance Yard 3 Improvements Dump Station Road 3 Realignment Water Softener Installation 3 Group Area 3 & 4 4 Repurposing Section A Campsite 4 Concrete Pads HVAC/Ductless Split 4 Replacement HVAC/Ductless Split 4 Replacement 12,000 10,000 175,000 200,000 200,000 25,000 80,000 70,000 10,000 10,000 75,000 15,000 104,400 100,000 15,000 45,000 75,000 6,000 6,000 CAT 147 Pavement and Drainage Parking Lot and Storm 2 1,000,000 Water Improvements CAT 22 Playground North (1-5 yrs Relocation and Landscape 3 age) Improvement Project Priority Legend 1= Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement FY2022-FY2026 Capital Improvement Program Forecast 30,000 Budget Project Center ID Asset Name: Capital Projects Glen Oaks GLC 26 Clubhouse GLC 29 Clubhouse GLC, GLG 1616 Clubhouse GLC, GLG 1809 Clubhouse GLC, GLG 30 Main Entrance GLG 1808 Clubhouse GLG 33 Fenceline GLG 150 Golf Course Irrigation Pond GLG 34 Golf Course Irrigation System Project Project Name Priority FY2022 FY2023 FY2024 FY2025 FY2026 4,406,000 4,407,500 4,960,500 5,143,920 4,559,800 Deck Replacement 3 Grill Room Patio 3 Renovation Electrical Improvements 1 140,000 Roof Replacement Shingle 3 42,500 Sign Replacement 5 ProShop HVAC 3 Replacement 3 Irrigation Pond Relocation 3 Upgrade Phase II 3 500,000 GLG 272 Maintenance Building Maintenance Heater 3 Replacement GLG 149 Maintenance Chemical Replacement 3 Mixing Groveland Oaks GRV 152 Proposed New Dumpstation Queuing 3 Road and Trailer Parking GRV 153 Cabins Decking Replacements 3 GRV 1578 Concession Air Conditioner Installation 3 GRV 1579 Concession Generator Installation 3 GRV 1821 Concession Utility Enclosure 3 GRV 242 Contact Station Update or Replacement 3 GRV 160 Firewood Shed Replacement 3 GRV 1034 Group Area 1 Pavilion Roof Replacement Shingle 3 GRV 1035 Group Area 10 and 11 Roof Replacement Shingle 3 Pavilion GRV 1036 Group Area 12 and 13 Roof Replacement Shingle 3 Pavilion GRV 1037 Group Area 2 and 3 Roof Replacement Shingle 3 Pavilion GRV 1038 Group Area 4 and 5 Roof Replacement Shingle 3 Pavilion GRV 1039 Group Area 6 and 7 Roof Replacement Shingle 3 Pavilion GRV 1040 Group Area 8 and 9 Roof Replacement Shingle 3 Pavilion GRV 1527 Mathews Island Bridge Replacement 1 GRV 1526 Paradise Island Long Span Replacement 1 Bridge GRV 1584 Park House 6000 Grange Air Conditioner Installation Hall 40,000 80,000 20,000 40,000 15,000 25,000 152,000 84,000 25,000 25,000 20,000 170,000 15,000 5,000 6,000 6,000 6,000 6,000 6,000 6,000 90,000 500,000 25,000 50,000 224,400 Project Priority Legend 1= Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement FY2022-FY2026 Capital Improvement Program Forecast Budget Project Project Center ID Asset Name: Project Name Priority FY2022 FY2023 FY2024 FY2025 FY2026 Capital Projects 4,406,000 4,407,500 4,960,500 5,143,920 4,559,800 Groveland Oaks GRV 157 Park House 6000 Grange Roof Replacement Shingle 3 17,000 Hall GRV 1585 Park House 6000 Grange Water Supply Generator 3 15,000 Hall GRV 1577 Pavement and Drainage Entrance Drive Repair or 3 140,000 Replacement GRV 1224 Pines Playground Replacement 1 80,000 GRV 155 Recreation Pavilion Roof Replacement Shingle 3 40,500 GRV 158 Section A Restroom Interior Renovation 3 330,000 GRV 1927 Septic Field Parkwide Sanitary 3 1,500,000 Improvements Holly Oaks HRV 1936 Proposed New Parking Lot 3 200,000 HRV 1937 Proposed New Parking Lot Grant 3 -200,000 Reimbursement Independence Oaks IND 161 Boathouse Roof Replacement Shingle 3 18,500 IND 1623 Camp Wilderness Pavilion Roof Replacement 3 6,000 1 North IND 1624 Camp Wilderness Pavilion Roof Replacement 3 6,000 2 South IND 163 Concession and Site and Building 3 25,000 Bathhouse Improvements IND 53 Dock and Boardwalk Replacements 3 200,000 IND 1058 Lakepoint Pavilion Roof Replacement Shingle 3 6,000 IND 54 Maintenance Cold Pole Barn Addition 3 132,000 IND 1630 Maintenance Cold Roof Replacement 3 23,000 IND 56 Moraine Knoll Playground Replacement 1 80,000 IND 1980 Park Entrance Boulevard Paving 3 287,500 IND 1979 Park Entrance Road Paving 3 438,000 IND 49 Park House 9489 HVAC Replacement 3 10,000 Sashabaw IND 1982 Park Road North Paving 3 487,500 IND 1983 Park Road South Paving 3 337,500 IND 58 Pine Grove Playground Replacement 1 80,000 IND 59 Sensory Garden and Pond Improvements 3 20,000 IND 376 Twin Chimneys Pavilion Roof Replacement Shingle 3 21,770 IND 1071 Twin Chimneys Restroom Roof Replacement Shingle 3 6,650 IND 1230 Waters Edge Playground Replacement 1 80,000 Lyon Oaks so LYC, LYG 60 Clubhouse Interior Renovation 3 180,000 LYC, LYG 63 Pavement and Drainage Parking Lot Replacement 3 924,000 Project Priority Legend 1= Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement FY2022-FY2026 Capital Improvement Program Forecast M Budget Project Center ID Asset Name: Project Name Capital Projects Lyon Oaks LYC, LYG, 61 Pavement and Drainage Entrance Drive LYP Replacement LYG 404 Golf Driving Range Improvements LYG 164 Hole #11 Boardwalk Replacement LYG 62 Hole #17 Boardwalk Replacement LYP 166 Pavement and Drainage Sports Field Parking Lot Expansion LYP 165 Proposed New Dog Park and Sports Field Restroom LYP 1535 Woods Edge Playground Replacement Orion Oaks ORN 1636 Boundaries Boundary Fence Replacement (ROW) ORN 170 Entrance Signs (3) Replacement ORN 65 Lake 16 Boat Ramp and Replacement Dock ORN 168 Lake 16 Fishing Pier Replacement ORN 223 Maintenance Yard Cold Storage Design ORN 1550 Utilities and Infrastructure Water and Electrical to Maintenance Shed Project Priority FY2022 FY2023 FY2024 FY2025 FY2026 4,406,000 4,407,500 4,960,500 5,143,920 4,559,800 Red Oaks RDD 711 Dog Park Contact Station Replacement Shed RDG 1683 Boundaries Golf Netting Replacement RDG 171 Golf Cart Barn Expansion RDG 69 Golf Cart Tunnel Replacement RDG 172 Golf Course Irrigation Irrigation Improvements System RDG 173 Park Maintenance Cold storage expansion Building RDG RDP 694 Park Maintenance Network update RWP Building RDG RDP 174 Park Maintenance Yard Expansion and RWP Improvement RDP 333 Proposed New Pavilion at Tent Site RDP 177 Boundaries Fenceline Management RDP 1918 Boundaries Fenceline Management Reimbursement RDP 71 Nature Center HVAC replacement RDP 1730 Nature Center HVAC Replacement Reimbursement RDP 1315 Nature Center Site and Landscape Improvements 3 556,000 4 25,000 3 70,000 3 75,000 3 165,000 5 275,000 1 80,000 3 351,500 5 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 3 3 3 45,000 25,000 190,000 10,000 30,000 25,000 30,000 110,000 100,000 90,000 242,000 25,000 407,000 75,000 170,000 -82,500 348,000 -171,500 40,000 Project Priority Legend 1= Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement FY2022-FY2026 Capital Improvement Program Forecast 91 Budget Project Project Center ID Asset Name: Project Name Priority FY2022 FY2023 FY2024 FY2025 FY2026 Capital Projects 4,406,000 4,407,500 4,960,500 5,143,920 4,559,800 Red Oaks RDP 1917 Nature Center Site and Landscape 3 -17,500 Improvements Reimbursement RDP 179 Nature Center Parking Lot Improvements 3 300,000 RDP 1731 Nature Center Parking Lot Improvements 3 -147,500 Reimbursement RDP 176 Signs Hales Street Monument 3 50,000 Sign Replacement RDP 1732 Signs Hales Street Monument 3 -22,500 Sign Replacement Reimbursement RDP 175 Vernal Pond Deck Replacement 3 10,000 RDP 1916 Vernal Pond Deck Replacement 3 -2,500 Reimbursement RWC 1813 Waterpark Concession Improvements 3 188,000 RWP 186 Proposed New Pavilions (4) 4 160,000 RWP 182 Boundaries Berm Security Fencing 1 40,000 RWP 75 Boundaries Replacement 3 90,000 RWP 184 Signs Sign Replacement 5 50,000 RWP 384 Site and Grounds Waterpark Irrigation 3 144,000 System Replacement RWP 1678 Waterpark Bathhouse Exterior Renovation 3 85,000 RWP 181 Waterpark Bathhouse Roof Replacement Metal 3 120,000 RWP 185 Waterpark Former Improvements 3 20,000 Entrance RWP 825 Waterpark Maintenance Main Wave Pool Boiler 3 100,000 Building Replacement RWP 189 Waterpark Maintenance Roof and Storage Extension 3 130,000 Building RWP 1106 Waterpark Maintenance Roof Replacement 3 30,000 Building RWP 187 Waterpark Pavilion Roof Replacement Metal 3 200,000 RWP 79 Waterpark River Ride ADA Entrance Railing 2 65,000 RWP 1173 Waterpark Wave Pool Wavepool Improvements 3 150,000 and Waterslide Springfield Oaks SAC 1528 Activity Center EMS Upgrade 1 50,000 SAC 194 Activity Center Siding Replacement 3 240,000 SAC 84 Barn Pavement and Replacement 3 100,000 Storm Sewer SAC 85 Barns Siding Replacement 3 60,000 SAC 1607 Goat Barn Siding Replacement 3 15,000 SAC 197 Modular Restrooms (2) Replacements 3 825,000 Project Priority Legend 1= Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement FY2022-FY2026 Capital Improvement Program Forecast 92 Budget Project Project Center ID Asset Name: Project Name Priority FY2022 FY2023 FY2024 FY2025 FY2026 Capital Projects 4,406,000 4,407,500 4,960,500 5,143,920 4,559,800 Springfield Oaks SAC 1314 Stormwater Management Improvements Phase 1 2 560,000 System SPG 98 Fenceline Replacement 3 104,000 SPG 201 Golf Cart Barn Building Expansion 3 80,000 SPG 202 Golf Course Drainage Replacement 3 75,000 System SPG 99 Golf Course Irrigation Replacement 3 280,000 System SPG 100 Maintenance Building HVAC Replacement 3 15,000 North SPG, SPR 200 Clubhouse Area and Parking Lot Site 3 605,000 Improvements SPG, SPR 96 Clubhouse Renovation 3 550,000 Waterford Oaks ADM 105 Administration Building Boiler Replacement 3 462,000 ADM 1555 Administration Building Deck Replacement 3 15,000 ADM 108 Facilities Maintenance HVAC Replacement 3 100,000 Building ADM 1004 Facilities Maintenance Roof Replacement North 3 33,000 Building Shingle WCM 969 Proposed New EOB to Market Pathway 5 75,000 WCM 204 Market Building Market Building and 3 1,754,000 Pavilion Improvements WCM 205 Site and Grounds Market Site Improvements 3 640,000 WTR 106 Activity Center Boiler Replacement 3 40,000 WTR 206 House 1580 Scott Lake Roof Replacement Shingle 3 15,000 (Ernst) WTR 367 House and Shed 2896 Roof Replacement Shingle 3 13,000 Watkins Lake Road WTR 110 Paradise Peninsula Boiler Replacement 3 10,000 Landing Building WTR 500 Paradise Peninsula Shade Structures 5 75,000 Playground WTR 1151 Park Storage Shed North Roof Replacement West 3 2,000 WTR 1149 Park Storage Shelter West Roof Replacement Shingle 3 10,500 WTR 112 Platform Tennis Courts (2) Tube Heater Replacements 3 5,000 White Lake Oaks WLC 1155 Clubhouse Roof Replacement PVC 3 36,000 WLC/WLG 1170 Pavement and Drainage North Parking Lot 3 250,000 Replacement and Expansion WLG 1675 Employee Parking Lot Maintenance Parking 3 110,000 Improvements WLG 120 Fenceline Replacement 3 52,000 Project Priority Legend 1= Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement FY2022-FY2026 Capital Improvement Program Forecast 93 Budget Project Project Center ID Asset Name: Project Name Priority FY2022 FY2023 FY2024 FY2025 FY2026 Capital Projects 4,406,000 4,407,500 4,960,500 5,143,920 4,559,800 White Lake Oaks WLG 1663 Golf Cart Barn Siding Repairs 3 20,000 WLG 1179 Golf Course Irrigation Replacements Phase II 3 220,000 System WLG 472 Hole #13 Fairway Culvert Replacement 1 40,000 WLG 470 Hole #18 Fairway Culvert Replacement 1 85,000 WLG 1529 Hole #18 Pond Dredge and Drain Cleanout 1 30,000 WLG 269 Hole #18 Pond Culvert Replacement 1 75,000 WLG 471 Hole #9 Culvert Replacement 3 50,000 WLG 121 Maintenance Building HVAC Replacement 3 9,500 WLG 1530 Maintenance Culvert Replacement 1 11,000 WLG 1676 Site and Grounds First Tee Renovation 5 125,000 Capital Projects Budget Target -4,358,300 -4,402,466 -4,447,515-4,493,466-4,540,335 1750 Budget Target Capital Improvement -4,358,300 -4,402,466 -4,447,515-4,493,466-4,540,335 Program Grand Total (Amount over (<0) or under (>0) Budget Target) 47,700 5,034 512,985 650,454 19,465 Project Priority Legend 1= Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement FY2022-FY2026 Capital Improvement Program Forecast 94 V. Maintenance Management Plan Maintenance is the continuous process of improving the availability, safety, reliability and longevity of physical assets. The Maintenance Management Plan identifies operational investment for projects and programs to maintain buildings and park improvements within Oakland County parks. 95 FY2022 Maintenance Management Plan Project List The project list identifies projects or programs to be funded and implemented within the identified fiscal year. The total budget for the fiscal year is approved by the Parks Commission as part of the annual budget process. Individual projects are brought to the Parks Commission as appropriate. 0. WKLAND FY2022 Maintenance Management Plan Project List COUNTYPARKS Budget Project Center ID Asset Name: Maintenance Projects Park System Programs ADM 122 Accessibility ADM 126 Boundaries ADM 1531 Building Roofs ADM 1923 Park Assets ADM 1524 Park Assets ADM 125 Pavement and Drainage ADM 127 Signs ADM 124 Utilities and Infrastructure Addison Oaks ACC 6 Conference Center ADD 1820 Cabin 1 Glen Oaks GLC 25 Clubhouse GLG 959 Northeast Steel Bridge GLG 960 Northwest Steel Bridge GLG 32 Southeast Steel Bridge GLG 958 Southwest Steel Bridge GLG 961 Wood Pedestrian Bridge Groveland Oaks GRV 38 Cabin 5 GRV 41 Cottage Island Bridge GRV 45 Mathews Island Bridge GRV 42 Paradise Island Long Span Bridge Independence Oaks IND 1201 Nature Center Bridge IND 1511 Trail G Habitat Trail Waterford Oaks WTR 1517 Activity Center WTR 1534 Fridge Toboggan Tower WWP 228 Waterpark Bridge Maintenance Projects Budget Target Project Project Name Priority FY2022 684,800 ADA Maintenance Program 2 50,000 Fenceline Repair Program 3 33,000 Roof Repair Program 3 33,000 Professional Services Program 3 50,000 Removal Program 3 50,000 Pavement Maintenance Program 3 150,000 Signage Replacement Program 3 50,000 ARC Flash Compliance Program 2 60,000 Stucco Repair 3 10,000 HVAC Installation 4 4,500 Exterior Stone Repair 3 10,000 Structural Inspection 1 1,850 Structural Inspection 1 1,850 Structural Inspection 1 1,850 Structural Inspection 1 2,350 Structural Inspection 1 2,350 HVAC Replacement 3 4,500 Structural Inspection 1 1,850 Structural Inspection 1 1,850 Structural Inspection 1 2,350 Repair 1 30,000 Improvements 2 50,000 Flooring Replacement 4 16,000 Stair Tower Removal 1 65,000 Structural Inspection 1 2,500 -690,700 1751 Budget Target Maintenance Management Plan Grand Total (Amount over (<0) or under (>0) Budget Target) -690,700 -5,900 Project Priority Legend 1= Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement FY2022 Maintenance Management Plan Project List 97 FY2022-FY2026 Maintenance Management Plan Forecast In addition to the current year's project list, the forecast identifies projects and programs over the following four years. This provides a snapshot of the needs and anticipated actions required to manage OCPR's assets over a 5-year period. The total budgets for the current year are approved by the Parks Commission as part of the annual budget process and the four years of forecast projects and programs are received and filed. GAKLAND FY2022-FY2026 COUNTYPARKS Maintenance Management Plan Forecast Budget Project Project Center ID Asset Name: Project Name Priority FY2022 FY2023 FY2024 FY2025 FY2026 Maintenance Projects 684,800 704,050 645,200 608,338 703,250 Park System Programs ADM 122 Accessibility ADA Maintenance Program 2 50,000 50,000 50,000 50,000 50,000 ADM 126 Boundaries Fenceline Repair Program 3 33,000 34,000 34,000 35,000 36,000 ADM 1531 Building Roofs Roof Repair Program 3 33,000 34,000 34,000 35,000 36,000 ADM 1923 Park Assets Professional Services 3 50,000 50,000 50,000 50,000 50,000 Program ADM 1524 Park Assets Removal Program 3 50,000 50,000 51,000 53,000 54,000 ADM 125 Pavement and Drainage Pavement Maintenance 3 150,000 151,000 154,000 158,000 161,000 Program ADM 127 Signs Signage Replacement 3 50,000 50,000 50,000 10,000 10,000 Program ADM 124 Utilities and InfrastructureARC Flash Compliance 2 60,000 Program Addison Oaks ACC 6 Conference Center Stucco Repair 3 10,000 10,000 10,000 10,000 10,000 ADD 14 Adams Lake Bridge Structural Inspection 1 1,500 ADD 13 Adams Lake Dam Structural Inspection 1 2,500 ADD 1192 Adams Lake Lodge Deck Structural Inspection 1 2,500 ADD 956 Buhl Lake Dam Structural Inspection 1 1,500 ADD 957 Buhl Lake Steel Bridge Structural Inspection 1 3,500 ADD 1820 Cabin 1 HVAC Installation 4 4,500 ADD 1920 Cabin 2 HVAC Installation 4 4,500 ADD 1921 Cabin 3 HVAC Installation 4,500 ADD 1922 Cabin 4 HVAC Installation 4,500 ADD 1532 Sewage Lagoon Liner Inspection (7 years) 3 3,500 ADD 301 Water Tower Structural Inspection 1 5,000 Glen Oaks GLC 25 Clubhouse Exterior Stone Repair 3 10,000 10,000 10,000 10,000 10,000 GLG 959 Northeast Steel Bridge Structural Inspection 1 1,850 GLG 960 Northwest Steel Bridge Structural Inspection 1 1,850 GLG 32 Southeast Steel Bridge Structural Inspection 1 1,850 GLG 958 Southwest Steel Bridge Structural Inspection 1 2,350 GLG 961 Wood Pedestrian Bridge Structural Inspection 1 2,350 Groveland Oaks GRV 38 Cabin 5 HVAC Replacement 3 4,500 GRV 40 Cabin 7 HVAC Replacement 3 4,500 GRV 946 Cabin 8 HVAC Replacement 3 4,500 GRV 41 Cottage Island Bridge Structural Inspection 1 1,850 GRV 45 Mathews Island Bridge Structural Inspection 1 1,850 1,850 1,850 1,850 Project Priority Legend 1= Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement FY2022-FY2026 Maintenance Management Plan Forecast Budget Project Project Center ID Asset Name: Project Name Priority FY2022 FY2023 FY2024 FY2025 FY2026 Maintenance Projects 684,800 704,050 645,200 608,338 703,250 Groveland Oaks GRV 42 Paradise Island Long Span Structural Inspection 1 2,350 2,350 2,350 2,350 Bridge GRV 43 Paradise Island Short Structural Inspection 1 1,850 Span Bridge GRV 46 Septic Field Inspection 2 5,000 Independence Oaks IND 277 Camp Wilderness Bridge Structural Inspection 1 3,000 IND 275 Hidden Springs Dam Structural Inspection 1 3,000 IND 217 Hidden Springs Parking Storm Sewer Maintenance 3 4,500 Lot IND 1201 Nature Center Bridge Repair 1 30,000 IND 276 Nature Center Bridge Structural Inspection 1 3,000 IND 218 River Loop East Bridge Structural Inspection 1 5,000 IND 1511 Trail G Habitat Trail Improvements 2 50,000 Lyon Oaks LYG 221 Golf Restrooms Floor Resurfacing 3 10,000 Orion Oaks ORN 245 Trail D Dragon Loop Accessibility Enhancements 5 190,000 Red Oaks Ak- RDD 1692 Utilities and Infrastructure Drinking Fountains 3 4,500 RDG 817 Park Maintenance HVAC Replacement with 6,000 Building Split System RDG 818 Park Maintenance Water heater replacement 1,500 Building RWP 1814 Utilities and Infrastructure Drinking Fountain 7,500 Replacements RWP 1190 Waterpark Bridge Structural Inspection 1 10,000 RWP 80 Waterpark River Ride Repair and Painting 3 125,000 Springfield Oaks SAC 1202 Activity Center Siding Painting 3 120,000 SAC 226 Ellis Barn Painting 3 135,000 SAC 1193 Rotary Park Bridge Structural Inspection 1 1,250 SAC 92 Water Tower Inspection 1 5,000 Waterford Oaks ADM 1499 Administration Building Carpet Replacement 5 46,138 WCM 493 Market Pavilion Structural Inspection 1 5,000 WTR 1517 Activity Center Flooring Replacement 4 16,000 WTR 1534 Fridge Toboggan Tower Stair Tower Removal 1 65,000 WTR 235 House 1580 Scott Lake Window Replacements 3 40,000 (Ernst) WTR 1194 Lookout Lodge Deck Structural Inspection 1 2,500 WTR 265 Trail A Loop Improvements 5 150,000 Project Priority Legend 1= Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement FY2022-FY2026 Maintenance Management Plan Forecast 100 Budget Project Project Center ID Asset Name: Project Name Priority FY2022 FY2023 FY2024 FY2025 FY2026 Maintenance Projects I 684,800 704,050 645,200 608,338 703,250 Waterford Oaks WWP 228 Waterpark Bridge Structural Inspection 1 2,500 2,500 2,5007 2,500 WWP 273 Waterpark Children's Structural Inspection 1 3,500 Play Structure Maintenance Projects Budget Target -690,70-686,634 -681,807-676,223-671,88 1751 Budget Target Maintenance Management -690,700 -686,634 I -681,807-676,223 -671,888 Plan Grand Total (Amount over (<0) or under (>0) Budget Target) It -5,900 17,416 -36,60Z-67,885 31,362 Project Priority Legend 1= Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement FY2022-FY2026 Maintenance Management Plan Forecast 101 VI. Natural Resources Management Plan Natural resources are the fundamental components of life including water, air, land, and plant and animal life. Natural resources are utilized and valued by humans for a variety of purposes including clean air and water, agriculture and food production, carbon sequestration, aesthetic value, cultural and spiritual practices and for recreation. OCPR manages over 4,700 acres of undeveloped natural areas that serve as regional hubs of biodiversity and are part of the larger green infrastructure network in Oakland County. These resources contribute not only to the parks where they are found but also to the ecologic and economic prosperity of the entire county. Oakland County Parks manages natural resources for optimal ecosystem function and institutes environmentally sustainable practices throughout the park system. The priorities for investment are guided by the Strategic Action Plan's mission and strategic goal for managing natural resources: 8 Mission: The Oakland County Parks and Recreation Commission is dedicated to providing quality recreation experiences that encourage healthy lifestyles, support economic prosperity, and promote the protection of natural resources. Goal — Protect Natural Resources: Increase land dedicated to protection of natural resources, preserve existing high -quality ecosystems, and improve ecological communities that are fragmented or degraded. The Natural Resources Management Plan identifies funding for projects and programs that protect and restore ecosystems within Oakland County parks. 8 Strategic Action Plan mission and goals from OCPR's 5-Year Parks and Recreation Plan, approved 2/1/2018. 102 FY2022 Natural Resources Management Project List The project list identifies projects or programs to be funded and implemented within the identified fiscal year. The total budget for the fiscal year is approved by the Parks Commission as part of the annual budget process. Individual projects are brought to the Parks Commission as appropriate. 103 ONKLAND FY2022 Natural Resources Management Project List COUNTYPARKS Budget Project Center ID Asset Name: Natural Resources Projects Park System Programs FM 1199 Natural Resources FM 130 Natural Resources FM 1198 Natural Resources FM 134 Natural Resources FM 138 Natural Resources FM 137 Natural Resources Natural Resources Projects Budget Target Project Name Forestry Program Freshwater Stewardship Program Land Management Program Storm Sewer Maintenance Program Trail Enhancement Program Wildlife Management Program 1830 Budget Target Natural Resources Management Grand Total (Amount over (<0) or under (>0) Budget Target) Project Priority FY2022 I 866,000 3 232,000 3 98,000 3 501,000 2 5,000 3 10,000 3 20,000 -866,000 -866,000 0 Project Priority Legend 1= Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement FY2022 Natural Resources Management Project List 104 FY2O22-FY2026 Natural Resources Management Forecast In addition to the current year's project list, the forecast identifies projects and programs over the following four years. This provides a snapshot of the needs and anticipated actions required to manage OCPR's assets over a 5-year period. The total budgets for the current year are approved by the Parks Commission as part of the annual budget process and the four years of forecast projects and programs are received and filed. 105 GAKLAND FY2022-FY2026 Natural Resources Management Forecast COUNTYPARKS Budget Project Project Center ID Asset Name: Project Name Priority FY2022 FY2023 FY2024 FY2025 FY2026 Natural Resources Projects 866,000 882,000 899,000 917,000 934,000 Park System Programs FM 1199 Natural Resources Forestry Program 3 232,000 160,000 198,000 170,000 107,000 FM 130 Natural Resources Freshwater Stewardship 3 98,000 208,000 80,000 89,000 100,000 Program FM 1198 Natural Resources Land Management 3 FM 134 Natural Resources Storm Sewer Maintenance 2 Program FM 138 Natural Resources Trail Enhancement Program 3 FM 137 Natural Resources Wildlife Management 3 Program Natural Resources Projects Budget Target 1830 Budget Target Natural Resources Management Grand Total (Amount over (<0) or under (>0) Budget Target) 501,000 471,000 564,000 621,000 694,000 5,000 5,000 35,000 15,000 10,000 10,000 10,000 10,000 10,000 10,000 20,000 28,000 12,000 12,000 13,000 -866,000-882,000-899,000-917,000-934,000 -866,000-882,000-899,000-917,000-934,000 0 0 0 0 0 Project Priority Legend 1= Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement FY2022-FY2026 Natural Resources Management Forecast 106 FY2022-FY2026 Natural Resources Management Outline Natural resources management is administered through a set of programs that are funded by the Parks Commission. See Program Descriptions for Forestrv, Freshwater Stewardship, Land Manaaement, Storm Sewer Maintenance, Trail Enhancement, and Wildlife Manaaement. Within these programs, a series of actions are identified for the natural resources in each park. The following report, which identifies these actions, is a snapshot of the needs and scope of work for natural resources management in each park. Budgets are not provided for individual actions, because the programs are administered by Natural Resources Management staff across the entire park system. 107 CAKLAN D FY2022-FY2026 Natural Resources Management Outline COUNTYPARPark Natural Resources Management Program Action Project ID Addison Oaks Forestry Campground Tree Maintenance and Removals 1832 Campground Tree Planting 1833 Estate and Playground Tree Maintenance and Removals 1834 Estate and Playground Tree Planting 1835 Forest Management Plan 1836 Freshwater Stewardship Buhl Lake Wetland Edge Shrub Removal and Nature Plan Installation 1837 Vernal Pools Restoration 1757 Water Quality Assessment of Buhl Lake, Adams Lake, pond and streams 1755 Land Management Estate and Campground Nature Plan Conversion 1840 Invasive Shrub Control and Restoration of NW Corner 1839 MNFI Natural Community Assessments 1841 Mountain Bike Trail Invasive Species Control 1888 Old Fields Restoration 1754 Old Fields Restoration East 1753 Prairie Fen Restoration 1752 Storm Sewer Maintenance Stormwater Infrastructure Assessment 1838 Wildlife Management Eastern Massasauga Rattlesnake Habitat Improvement 1758 Management of White -Tailed Deer Population and Impacts 1842 Non -Native Waterfowl Control 1893 Catalpa Oaks Forestry Tree Planting 1807 Glen Oaks Forestry Golf Course Tree Maintenance and Removals 1760 Golf Course Tree Planting 1878 Freshwater Stewardship Pebble Creek Stream Bottom Restoration and Shoreline Habitat Improvements 1907 Water Quality Assessment of Pebble Creek 1759 Land Management Invasive Shrub Removal and Non -Native Grass Treatment 1898 Native Seed and Native Landscaping Conversion 1899 Water Feature Swale Maintenance 1843 Storm Sewer Maintenance Stormwater Infrastructure Assessment 1904 Groveland Oaks FY2022-FY2026 Natural Resources Management Plan Outline 108 Park Natural Resources Management Program Action Project ID Groveland Oaks Forestry Campground Tree Maintenance and Removals 1879 Campground Tree Planting 1844 Forest Management Plan 1845 Freshwater Stewardship Stewart Lake Shoreline Restoration 1764 Water Quality Assessment of Stewart Lake and Thread Creek 1762 Land Management Former Golf Course Restoration 1761 MNFI Natural Community Assessments 1847 Native Landscaping Conversion 1900 Thread Creek Invasive Plant Removal 1846 Storm Sewer Maintenance Stormwater Infrastructure Assessment 1908 Highland Oaks Forestry Forest Management Plan 1849 Freshwater Stewardship Water Quality Assessment of Spring Lake and Streams 1884 Land Management MNFI Natural Community Assessments 1848 Oak Knob Preservation 1769 Oak Savannah Restoration 1770 Old Fields Restoration North 1767 Old Fields Restoration South 1768 Wildlife Management Eastern Massassauga Rattlesnake Habitat Improvement 1894 Independence Oaks Forestry Forest Management Plan 1850 North Park Scots Pine Removal and Replacement 1779 Tree Maintenance and Removals 1880 Tree Planting - Main Park 1851 Freshwater Stewardship Clinton River Phragmites, Cattail and Reed Canary Grass Control 1852 Crooked Lake Shoreline Restoration 1777 Water Quality Assessment of Crooked Lake, Upper Bushman Lake, Clinton River and Streams 1774 Land Management Bog Invasive Shrub Removal 1773 MNFI Natural Community Assessments 1853 Old Fields Restoration North 1778 Prairie Fen Restoration 1776 Storm Sewer Maintenance Stormwater Infrastructure Assessment 1909 FY2022-FY2026 Natural Resources Management Plan Outline 109 Park Natural Resources Management Program Action Independence Oaks Wildlife Management Fish Population Study Lyon Oaks Forestry Forest Management Plan Golf Course Tree Maintenance and Removals Golf Course Tree Planting Tree Maintenance and Removal Tree Planting Wetland Mitigation Area Aspen Removal Freshwater Stewardship Water Quality Assessment of Norton Drain Land Management Golf Course Phragmites Removal MNFI Natural Community Assessments Native Landscaping Conversion - Clubhouse Old Fields Restoration Storm Sewer Maintenance Stormwater Infrastructure Assessment Orion Oaks Forestry Forest Management Plan Tree Maintenance and Removals Tree Planting Freshwater Stewardship Lake Sixteen Wetland Edge Shrub Removal Water Quality Assessment of Lake Sixteen Land Management Lake Sixteen Phragmites Removal MNFI Natural Community Assessments Old Fields Restoration Oriental Bittersweet Control Wetland Shrub Removal Wildlife Management Eastern Massasauga Rattlesnake Habitat Structure Installation Fish Population Study Red Oaks Forestry Dog Park Tree Maintenance and Planting Forest Management Plan Nature Center Tree Maintenance and Removals Perimeter Trimming Freshwater Stewardship Vernal Pool Assessment and Restoration FY2022-FY2026 Natural Resources Management Plan Outline Project ID 1854 1855 1881 1895 1856 1857 1784 1780 1783 1858 1911 1781 1910 1859 1896 1897 1860 1885 1861 1862 1786 1863 1889 1787 1892 1864 1866 1865 1919 1788 110 Park Natural Resources Management Program Action Project ID Red Oaks Land Management Native Landscaping Conversion and Demonstration Site 1790 Nature Center Shrub Assessment and Bird Study 1789 Storm Sewer Maintenance Stormwater Infrastructure Assessment 1905 Rose Oaks Forestry Forest Management Plan 1867 Invasive Black Locust Clone Removal and Restoration 1796 Freshwater Stewardship All Lakes Wetland Edge Shrub Removal and Native Plant Installation 1868 Water Quality Assessment of Lakes and Streams 1886 Land Management Eastern Old Fields Restoration 1792 Enbridge Cut Restoration 1794 Holly Schools Property Restoration 1793 MNFI Natural Community Assessments 1869 Prairie Fen Restoration 1870 South End Restoration 1791 Springfield Oaks Forestry Forest Management Plan 1872 Golf Course Tree Maintenance and Removals 1871 Golf Course Tree Planting 1882 Land Management Invasive Shrub Removal and Non -Native Grass Treatment 1912 Native Seed and Native Landscaping Conversion 1913 Water Feature Swale Maintenance 1890 Waterford Oaks Forestry Forest Management Plan 1873 Tree Maintenance and Removals 1874 Tree Planting 1875 Land Management Buckthorn Removal 1800 MNFI Natural Community Assessments 1903 Old Fields Restoration North 1891 White Lake Oaks Forestry Golf Course Tree Maintenance and Removals 1883 Golf Course Tree Planting 1876 Freshwater Stewardship Water Quality Assessment of Huron River, Irrigation Pond and Streams 1887 Land Management FY2022-FY2026 Natural Resources Management Plan Outline 111 Park Natural Resources Management Program Action Project ID White Lake Oaks Land Management Invasive Shrub Removal and Non -Native Grass Treatment 1901 MNFI Natural Community Assessments 1877 Native Seed and Native Landscaping 1914 Water Feature Swale Maintenance 1902 Storm Sewer Maintenance Stormwater Infrastructure Assessment 1906 FY2022-FY2026 Natural Resources Management Plan Outline 112 V11. Project Scopes FY2022-FY2026 Project Scopes The scope of a project identifies the planned action, as well as the type of infrastructure, facility or structure and its location and overall purpose, materials and dimensions. In addition to scope, the following section identifies the need for each project, which may include information about the history and current condition of the asset and a summary of regulatory compliance requirements. Each project has a budget amount that is scheduled in one or more of the next five fiscal years. The following is also identified: Project Type (Capital Projects, Maintenance Projects, or Natural Resources Projects), Proiect Prioritv (levels 1 through 5), and the Asset Management Type (RM — Regular Asset Management, DM — Deferred Asset Management, or New — New Asset). 113 CAKLAND FY2022-FY2026 Project Scopes MUM MKS Budget Center Asset Name Project Name Park System Programs ADM Accessibility ADA Maintenance Program r SCHEDULE FY2022 $50,000 FY2023 $50,000 FY2024 $50,000 FY2025 $50,000 FY2026 $50,000 A Project Type: Maintenance Projects Project Priority: 2 Asset Mgt Type: DM Accessibilit r 1 SCHEDULE FY2022 $50,000 FY2023 $50,000 FY2024 $50,000 FY2025 $50,000 FY2026 $50,000 Project Type: Capital Projects Project Priority: 1 Asset Mgt Type: DM SCHEDULE FY2022 $33,000 FY2023 $34,000 FY2024 $34,000 FY2025 $35,000 FY2026 $36,000 Project Type: Maintenance Projects Project Priority: 3 Asset Mgt Type: DM SCOPE Park system -wide program to comply with the Americans with Disabilities Act (ADA) by providing ADA-compliant components. Components may include fixtures such as faucets or mirrors, or equipment such as accessible beach chairs. Program is managed by the staff Accessibility Work Group. ADA Transition Program SCOPE Park system -wide program to comply with the Americans with Disabilities Act by implementing capital improvement -scale improvements to address the ADA Transition Plan and provide accessibility to persons of all abilities. Program is managed by the staff Accessibility Work Group. Fenceline Repair Program SCOPE Park system -wide program to replace fenceline components, including posts, fabric, and wires. Program is managed by district chiefs of park operations and chief of park facilities maintenance and development. Project ID 122 NEED OCPR is required to comply with the Americans with Disabilities Act (ADA) for facilities and programs. Transition plans for each park identify needs within each park to update facilities to meet standards. 123 NEED OCPR is required to comply with the Americans with Disabilities Act (ADA) for facilities and programs. Transition plans for each park identify needs within each park to update facilities to meet standards. 126 NEED Fences in the parks system are subject to aging, damage, and ordinary wear and tear. Repairs are prioritized by condition and age. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 114 Budget Center Asset Name Project Name Project ID Building Roofs SCHEDULE FY2022 $33,000 FY2023 $34,000 FY2024 $34,000 FY2025 $35,000 FY2026 $36,000 Project Type: Maintenance Projects Project Priority: 3 Asset Mgt Type: DM ��FarkAssetlsmlw a � �I SCHEDULE FY2022 $50,000 FY2023 $50,000 FY2024 $50,000 FY2025 $50,000 FY2026 Project Type: Maintenance Projects Project Priority: 3 Asset Mgt Type: RIM Park Assets I=, — SCHEDULE FY2022 $50,000 $50,000 FY2023 $50,000 FY2024 $51,000 FY2025 $53,000 FY2026 $54,000 Project Type: Maintenance Projects Project Priority: 3 Asset Mgt Type: RIM Roof Repair Program SCOPE Park system -wide program to repair and replace building roofing and associated components. Roofing materials vary by building and include asphalt shingles, metal and EPDM (rubber). Roofing components include wood sheathing, underlayment, insulation, gutters and downspouts. Professional Services Program SCOPE Park system -wide program to contract with various professional disciplines that are not within the professional capabilities or resource availability of staff. Contractors will assist with the completion of small operations projects and with scope and budget development of larger projects. Professional disciplines include but are not limited to mechanical, electrical, civil, architectural and estimating. Funding will be managed by staff through annual contracts. Removal Program SCOPE Park system -wide program to remove assets and restore the site in accordance with Oakland County Board of Commissioners policy and all applicable federal, state and local regulations. Program is managed by the staff Property Acquisition and Management (PAM) Work Group. 1531 NEED Building roofs in the parks system are subject to aging, damage, and ordinary wear and tear. Repairs are prioritized by condition and age. 1923 NEED Smaller operational projects and development of scopes and budgets for larger projects often require professional expertise not available from existing staff resources. Use of annual contracts to complement staff expertise will improve the accuracy of budget forecasting prior to submitting budgets for approval. 1524 NEED When replacement or renovation is not feasible, park assets that are at the end of their useful life may need to be removed and the asset site restored. The manner of disposal is regulated by Oakland County Board of Commissioners policy. Permitting review is needed to ensure compliance with county policy, as well as applicable laws and regulations and that required permits are obtained in advance. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 115 Budget Center Asset Name ADM Pavement and Drainage SCHEDULE FY2022 $150,000 FY2023 $151,000 FY2024 $154,000 FY2025 $158,000 FY2026 $161,000 Project Type: Maintenance Projects Project Priority: 3 Asset Mgt Type: DM SCHEDULE FY2022 $50,000 BUS DROP OFF , _ T PLAYSCAPE 1P ON 1 _SLEDDING HILL T PLATFORM TENN6 T FY2023 $50,000 FY2024 $50,000 FY2025 $10,000 FY2026 $10,000 Project Type: Maintenance Projects Project Priority: 3 Asset Mgt Type: DM tilities and Infrastructure rArcFlash and Shock Hazardropriate PPE Required SCHEDULE FY2022 $60,000 FY2023 FY2024 FY2025 FY2026 Project Type: Maintenance Projects Project Priority: 2 Asset Mgt Type: DM Project Name Pavement Maintenance Program SCOPE Park system -wide program for repair of existing concrete and asphalt surfaces. Program is managed by district chiefs of park operations and chief of park facilities maintenance and development. Project ID 125 NEED Pavement in the parks system is subject to aging, damage, and ordinary wear and tear. Repairs are prioritized by safety issues, condition and age. Signage Replacement Program SCOPE Park system -wide program to evaluate signage and replace or remove signs as indicated. The goal of the program is to increase clarity, eliminate sign pollution, and comply with OCPR brand standards. Program is managed by the Wayfinding Work Group with an initial emphasis on trail signage. 127 NEED Park system has more than 2,500 vehicle and pedestrian wayfinding and operational signs. Much of the signage is inconsistent or outdated and does not meet current sign and branding standards. ARC Flash Compliance Program SCOPE 5-year engineering analysis program, based on the updated NEC for the evaluation and Arc Flash Hazard and Safety Equipment labeling of all existing electrical panels located throughout the park system. White Lake, Orion, and Independence scheduled in 2020; Springfield and Lyon scheduled in 2021; remaining Waterford facilities scheduled in 2022. 124 NEED The updated National Electric Code (NEC) requires evaluation and Arc Flash Hazard and Safety Equipment labeling of all existing electrical panels. Groveland, Waterford Waterpark and Admin Building completed in 2017; Red and Catalpa completed in 2018; Addison and Glen completed in 2019. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 116 Budget Center Asset Name Project Name Project ID Park System Programs- - FM Natural Resources SCHEDULE FY2022 $232,000 FY2023 $160,000 FY2024 $198,000 FY2025 $170,000 FY2026 $107,000 Project Type: Natural Resources Projects Project Priority: 3 Asset Mgt Type: RM latural Resources SCHEDULE FY2022 $98,000 FY2023 $208,000 FY2024 $80,000 FY2025 $89,000 FY2026 $100,000 Project Type: Natural Resources Projects Project Priority: 3 Asset Mgt Type: RM vp�Nat SCHEDULE FY2022 $501,000 FY2023 $471,000 FY2024 $564,000 FY2025 $621,000 FY2026 $694,000 Project Type: Natural Resources Projects Project Priority: 3 Asset Mgt Type: RM Forestry Program SCOPE Annual natural resource management program to protect, preserve, restore and promote our parks' forest resources and recreational opportunities. The program provides maintenance and operational support for removal of hazardous trees, oak wilt (and other tree disease) management, and tree plantings. 1199 NEED Forest resources are being degraded by diseases, age, forest pests and natural disturbances. Protection of high -quality native trees, maintenance of hazardous trees and planting of new trees is needed to preserve natural communities, ensure the safety of park patrons, protect built infrastructure and beautify the park system. Freshwater Stewardship Program SCOPE Annual natural resource management program to protect, preserve, restore and promote our parks' freshwater resources and recreational opportunities. The program provides maintenance and operational support for contractual control of high priority aquatic invasive species and water quality monitoring. Land Management Program SCOPE Annual natural resource management program to protect, preserve, restore, and promote our parks' unique natural communities and recreational opportunities. The program includes restoration of natural plant communities through prescribed burning, seeding and mowing. 130 NEED Freshwater resources (lakes, rivers, streams) and the animals that inhabit them are being degraded by poor water quality and aquatic invasive species. Protection of high quality freshwater resources is necessary for native plants and animals, regional water quality and preservation of park recreational opportunities such as fishing and kayaking. 1198 NEED Habitat improvements are needed to restore biodiversity and native species populations to degraded natural areas and to protect intact high -quality natural communities. Restoration will also encourage recreational opportunities such as hiking and biking. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 117 Budget Center Asset Name FM Natural Resources SCHEDULE FY2022 $5,000 FY2023 $5,000 FY2024 $35,000 FY2025 $15,000 FY2026 $10,000 Project Type: Natural Resources Projects Project Priority: 2 Asset Mgt Type: DM Natural Resources _MWF SCHEDULE FY2022 $10,000 FY2023 $10,000 FY2024 $10,000 FY2025 $10,000 FY2026 $10,000 Project Type: Natural Resources Projects Project Priority: 3 Asset Mgt Type: DM Natu SCHEDULE FY2022 $20,000 FY2023 $28,000 FY2024 $12,000 FY2025 $12,000 FY2026 $13,000 Project Type: Natural Resources Projects Project Priority: 3 Asset Mgt Type: RM Project Name Project ID Storm Sewer Maintenance Program 134 SCOPE Annual natural resource management program to ensure compliance with the Department of Environment, Great Lakes & Energy (EGLE) Storm Water Pollution Prevention Initiative, including inspection and maintenance of stormwater systems and associated maintenance. Trail Enhancement Program SCOPE Park system -wide program to focus on enhancement of existing trails. The program includes ongoing surveys of existing trail conditions and development of a phased strategic maintenance plan. Plans to upgrade high -priority trails within the park system include regrading, re -alignment and other trail surface improvements. Program is managed by the staff Trails Work Group. NEED Storm water infrastructure within the parks is aging rapidly and annual proactive maintenance is necessary to ensure functioning stormwater management systems. 138 NEED This program was cancelled after the FY2019 program due to budget constraints. The program included ongoing surveys of existing trail conditions and development of a phased strategic maintenance plan. Plans to upgrade high -priority trails within the park system included regrading, re -alignment and other trail surface improvements. Program was managed by the staff Trails Work Group. Wildlife Management Program SCOPE Annual natural resource management program to protect, preserve, restore, and promote our parks' unique native wildlife and recreational opportunities. The program includes management of unsustainable populations of native wildlife (deer, geese, beaver), populations of non-native wildlife (mute swans) and surveying and habitat restoration of native wildlife populations. 137 NEED Native wildlife resources (birds, mammals, fish, reptiles, amphibians, invertebrates) are being negatively impacted resulting in the need for surveying and proactive management to ensure healthy, diverse populations that encourage recreational opportunities such as hiking and bird watching. Additional management is necessary for nuisance wildlife that create negative interactions with park patrons and wildlife with high population levels (deer, beaver) that impact natural resources. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 118 Budget Center Asset Name ACC Conference Center SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 $126,000 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM onference Center= SCHEDULE FY2022 FY2023 $53,000 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 1 Asset Mgt Type: DM SCHEDULE FY2022 $12,000 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Project Name Project ID Boiler Replacement 1 SCOPE NEED Replace the two (2) 1,010,000 BTU Project is part of the park system -wide boilers and related equipment management of building equipment. installed in 1992 used for building heat. Replacement is scheduled when warranted by the age and condition of equipment and is intended to reduce unscheduled replacement and increase efficiencies. Deck Replacement SCOPE Replace existing 2,600 square foot conference center wood decking and railings, including the necessary staining, sealing and structural modifications. NEED Deck is deteriorating. Replacement is intended to improve appearance and reduce maintenance needs. Garden Room AC Replacement SCOPE Replace the AC System (Air handler, 6.5 ton condenser unit and related equipment) installed in 1998 used for cooling the garden room. 2 3 NEED Project is part of the park system -wide management of building equipment. Replacement is scheduled when warranted by the age and condition of equipment and is intended to reduce unscheduled replacement and increase efficiencies. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 119 Budget Center Asset Name ACC Conference Center SCHEDULE FY2022 $10,000 FY2023 FY2024 FY2025 t FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM onference CenteMr 69, WL.1mrSCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 $10, 000 $10, 000 $10, 000 $10, 000 $10, 000 Project Type: Maintenance Projects Project Priority: 3 Asset Mgt Type: DM onference Center Garden and Entrance SCHEDULE FY2022 FY2023 FY2024 $175,000 FY2025 FY2026 Project Type: Capital Projects Project Priority: 5 Asset Mgt Type: DM Project Name Project ID Restroom Furnace Replacement 5 SCOPE Replace the 75,000 BTU furnace installed in 1989 used for heating the large meeting room restrooms. Stucco Repair SCOPE Implement annual repairs and replacement of building fagade stucco, repair of heavy timber accents, and chimney repairs. Renovation SCOPE Complete landscape planting bed renovation of the existing entrance, courtyard and garden areas, including irrigation, lighting, drainage, brick paver reinstallations (entrance courtyard area), and step refurbishment. Garden wall replacement will focus on west and south portions. Phase I: Design; Phase II: Construction NEED Project is part of the park system -wide management of building equipment. Replacement is scheduled when warranted by the age and condition of equipment and is intended to reduce unscheduled replacement and increase efficiencies. 6 NEED Structure was built in 1927. Ongoing repair of building surfaces is needed because the materials absorb moisture and condensate, which results in cracking and breaking away. 8 NEED Update of walls and walkway is needed for structural integrity and safety and is intended to improve the appearance for weddings and other events. Garden brick pavers are newer, installed circa 2006. Trellis was replaced in 2019. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 120 Budget Center Asset Name ACC Conference Center Parking Lot North SCHEDULE FY2022 FY2023 FY2024 FY2025 $200,000 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: RM onference Center Parking Lot South SCHEDULE FY2022 FY2023 FY2024 FY2025 $200,000 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM lff dams Lake Bridg W Project Name Project ID Improvements 1655 SCOPE Mill and replace existing 108 space (40,000sf) north asphalt parking lot, including any necessary base preparation, storm tile repairs, striping and restoration. Improvements SCOPE Mill and replace existing 92 space (35,000sf) north asphalt parking lot, including any necessary base preparation, storm tile repairs, striping and restoration. Structural Inspection SCHEDULE SCOPE FY2022 Complete inspection and report by a qualified engineer every 5 years. FY2023 $1,500 FY2024 FY2025 FY2026 Project Type: Maintenance Projects Project Priority: 1 Asset Mgt Type: RM NEED Existing asphalt pavement was last replaced over 20 years ago and requires constant annual repairs to maintian a safe parking surface. 1656 NEED Existing asphalt pavement was last replaced over 20 years ago and requires constant annual repairs to maintian a safe parking surface. 14 NEED 24' pedestrian bridge crosses the dam between Adams Lake and Buhl Lake. Bridge was installed in 1981; last inspected in 2013 and 2018. Inspection is part of the park system -wide management to monitor structural integrity and identify potential maintenance and safety issues. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 121 Budget Center Asset Name ADD Adams Lake Dam SCHEDULE FY2022 FY2023 $2,500 FY2024 FY2025 FY2026 Project Type: Maintenance Projects Project Priority: 1 Asset Mgt Type: RM dams Lake Lodge SCHEDULE FY2022 FY2023 FY2024 FY2025 $25,000 FY2026 Project Type: Capital Projects Project Priority: 4 Asset Mgt Type: New dams Lake Lodge Deck ' t,, ' SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 $2,500 Project Type: Maintenance Projects Project Priority: 1 Asset Mgt Type: RM Project Name Structural Inspection SCOPE Complete inspection and report by a qualified engineer every 5 years. Air Conditioning Installation SCOPE Installation of a new air conditioning system for the 3,500 square foot Adams Lake Lodge rental facility. Structural Inspection SCOPE Complete inspection and report by qualified engineer every 5 years. Project ID 13 NEED Dam controls water flow from Adams Lake into Buhl Lake. Dam was installed in 1977; last inspected in 2012 and 2018. Inspection is part of a park system -wide management of bridges, towers, and dams to monitor structural integrity and identify potential maintenance and safety issues. 1638 NEED It is anticipated that conditioning this currently unconditions facility will attract new facility rentals and increase revenues. 1192 NEED Deck was constructed as part of the building's construction in 1973, with upgrades in 2014. Inspection is part of the park system -wide management to monitor structural integrity and identify potential maintenance and safety issues. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 122 Budget Center Asset Name ADD Addison Playgrounds SCHEDULE "M EM-1m FY2022 $80,000 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 1 Asset Mgt Type: DM Buhl Lake Boathouse Project Name Project ID Improvements 281 SCOPE NEED Evaluate playground needs throughout Adams Lake Playground was the park and develop an overall plan completed in 2019, replacing the old that establishes the Adams Lake beach playground. Additional features Playground as a destination for both are proposed to increase the draw of day use and camping visitors and the Adams Lake Playground and resolves the safety and accessibility establish it as a parkwide destination. issues at the Campground Playground. Campground Playground play Restroom Construction SCHEDULE SCOPE FY2022 Install the previously designed public restroom within the Buhl Lake FY2023 Boathouse, including required utility FY2024 connections and equipment. FY2025 FY2026 $70,000 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: New Buhl Lake Dam SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Maintenance Projects Project Priority: 1 Asset Mgt Type: RM Structural Inspection structure was installed in 2003 and is outdated and not compliant with accessibility or current safety guidelines. It is located in a damp, shaded area and there are multiple areas of rotting wood at grade level. NEED Buhl Lake Boathouse constructed in 2019 included design for later addition of a public restroom. Public engagement indicates a preference for restrooms over portable toilets. 956 SCOPE NEED Complete inspection and report by Inspection is part of the park system- $1,500 qualified engineer every 5 years. wide management to monitor structural integrity and identify potential maintenance and safety issues. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 123 Budget Center Asset Name "r s • • , ADD Buhl Lake Steel Bridge SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Maintenance Projects Project Priority: 1 Asset Mgt Type: RM SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Maintenance Projects Project Priority: 4 Asset Mgt Type: RM Cabin 2 SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Maintenance Projects Project Priority: 4 Asset Mgt Type: RM $3,500 $4,500 $4, 500 Project Name Structural Inspection SCOPE Complete inspection and report by qualified engineer every 5 years. HVAC Installation Project ID _M 957 NEED SCOPE Installation of a new split system heating and air conditioning system for the 2 and 4 person cabins, similar to the system at the 6 person cabins and yu rts. HVAC Installatio SCOPE Installation of a new split system heating and air conditioning system for the 2 and 4 person cabins, similar to the system at the 6 person cabins and yu rts. Inspection is part of the park system- wide management to monitor structural integrity and identify potential maintenance and safety issues. NEED It is anticipated that providing heat and air conditioning for this currently unconditions cabin will attract new facility rentals and increase revenues. NEED It is anticipated that providing heat and air conditioning for this currently unconditions cabin will attract new facility rentals and increase revenues. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 124 Budget Center Asset Name ADD Cabin 3 Project Name Project ID HVAC Installation 1921 SCHEDULE SCOPE NEED FY2022 Installation of a new split system It is anticipated that providing heat heating and air conditioning system for and air conditioning for this currently FY2023 the 2 and 4 person cabins, similar to unconditions cabin will attract new FY2024 $4,500 the system at the 6 person cabins and facility rentals and increase revenues. FY2025 yurts. FY2026 Project Type: Maintenance Projects Project Priority: Asset Mgt Type: RM HVAC Installation 1922 SCHEDULE SCOPE NEED FY2022 Installation of a new split system It is anticipated that providing heat heating and air conditioning system for and air conditioning for this currently FY2023 the 2 and 4 person cabins, similar to unconditions cabin will attract new FY2024 the system at the 6 person cabins and facility rentals and increase revenues. FY2025 $4,500 yurts. FY2026 Project Type: Maintenance Projects Project Priority: Asset Mgt Type: RM abin 5 SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Improvements SCOPE Removal and replacement of the $10,000 existing cabin floor and structural components of the facility, including the improvements for the prevention of insects and rodent damage. 1642 NEED Existing cabin floor and substructure is continually subjected to insect and rodent damage and requires complete removal. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 125 Budget Center Asset Name ADD Cabin 6 SCHEDULE FY2022 FY2023 $10,000 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM House 1480 W Romeo Road SCHEDULE FY2022 $75,000 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: RM Maintenance Building SCHEDULE FY2022 $15,000 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Project Name Project ID R Improvements 1643 SCOPE Removal and replacement of the existing cabin floor and structural components of the facility, including the improvements for the prevention of insects and rodent damage. Conversion to Park Offices SCOPE Design/engineering and construction for the improvements and/or modifications of the existing caretakers house to allow the facility to be used as the main park office, including site modifications required for ADA compliance. Water Softener Replacement SCOPE Replace the undersized water softener with a correctly -sized water softener to service entire building. Located in the maintenance building basement. NEED Existing cabin floor and substructure is continually subjected to insect and rodent damage and requires complete removal. 1819 NEED Due to the existing small park office space, it's hard to find location within the existing maintenance facility and since the caretakers house is no longer a rental facility, locating the park office within this more prominent location of the park will better facility customer service and provide needed office space. 17 NEED Project is part of the park system -wide management of building equipment. Replacement is scheduled when warranted by the age and condition of equipment and is intended to reduce unscheduled replacement and increase efficiencies. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 126 Budget Center Asset Name ADD Maintenance Yard and Parking Lot SCHEDULE FY2022 WRIN&NM FY2023 .J FY2024 FY2025 } FY2026 $104,400 w Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM ark Entrance Drivel SCHEDULE FY2022 FY2023 $100,000 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM SCHEDULE FY2022 FY2023 FY2024 $15,000 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: RM Project Name Maintenance Yard Improvements SCOPE Design and implement improvements to Maintenance Yard. Phase III: increase capacity of employee parking areas. Project ID 145 NEED Maintenance Building has insufficient capacity to park all employee vehicles during the peak operating season, resulting in random vehicle lawn parking along the conference center drive. Dump Station Road Realignment SCOPE Realign a portion of Addison Boulevard, easterly to the Dump Station, to effectively separate road traffic from Dump Station traffic. Water Softener Installation SCOPE Restroom does not currently have a water softener. Adding a water softener is expected to reduce mineral buildup in pipes and increase visitor comfort. 144 NEED Parked recreational vehicles being serviced by the sanitary systems at the Dump Station interfere with traffic on Addison Boulevard. NEED Installation of water softener. 1658 Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 127 Budget Center Asset Name ADD Sewage Lagoon SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Maintenance Projects Project Priority: 3 Asset Mgt Type: RM ite and Grounds SCHEDULE FY2022 FY2023 FY2024 FY2025 A FY2026 Project Type: Capital Projects Project Priority: 4 Asset Mgt Type: RM Site and Grounds in SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 4 Asset Mgt Type: RM Project Name Project ID Liner Inspection (7 years) 1532 SCOPE NEED Work with a qualified engineer to Lagoon liners were in stalled in 1992, conduct inspection of the lagoon liners with the useful life of HDPE being 25- every 7 years. 30 years; last inspected in YEAR. Inspect lagoon liners to evaluate the condition, and the anticipated life of the liners at the Addison Oaks $3,500 wastewater treatment plant. Group Area 3 & 4 Repurposing 1735 SCOPE NEED $45,000 Upgrade sites within the existing Group campsites are underused and Group Area 3 & 4 with gravel pads and additional individual RV campsites are use existing electrical pedestals to needed at the park. create 30 new individual campsites. Section A Campsite Concrete Pads 142 SCOPE NEED Install twenty one (21) 14' x 35' Concrete pads have been installed for concrete pads at each campsite within the inner loop of campsites in Section the outer loop of Section A. A. Continued development of concrete pads would provide an opportunity to $75,000 increase revenue and visitor comfort, while reducing operating costs. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 128 Budget Center Asset Name ADD Water Tower SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Maintenance Projects Project Priority: 1 Asset Mgt Type: RM SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 4 Asset Mgt Type: RM urt 2 Sout� SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 4 Asset Mgt Type: RM $5,000 $6,000 $6,000 Project Name Structural Inspection SCOPE Complete inspection and report by a qualified engineer every 5 years. Project ID 301 NEED Water tower was constructed in 1927 and is not in use; last inspected in 2013. Inspection is part of the park system -wide management to monitor structural integrity and identify potential maintenance and safety issues. HVAC/Ductless Split Replacement 1720 SCOPE NEED Replacement of the existing HVAC Original HVAC system requires system within the yurts. replacement due to it's age and life - cycle. HVAC/Ductless Split Replacement 1721 SCOPE NEED Replacement of the existing HVAC Original HVAC system requires system within the yurts. replacement due to it's age and life - cycle. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 129 Budget Center Asset Name =or CAT Pavement and Drainage 3 SCHEDULE FY2022 FY2023 FY2024 $1,000,000 FY2025 FY2026 Project Type: Capital Projects Project Priority: 2 Asset Mgt Type: DM Playground North (1-5 yrs age) SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 $30,000 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: RM Project Name Parking Lot and Storm Water Improvements SCOPE Renovate 160-space gravel parking lot and implement storm water improvements. Incorporate the appropriate number and location of accessible and van -accessible parking spaces and signage. Project ID 147 NEED The existing lot predates OCPR management of the property (pre- 2008). Current parking lot and stormwater management do not comply with Southfield city ordinances. Relocation and Landscape Improvement SCOPE Relocate small playground (designed for 5-12 year old children) to separate it from the pavilion and create a landscaped buffer space between the pavilion and the restroom building. 22 NEED Playground was constructed in 2014. Due to current placement between the pavilion and restroom building, public use of this playground while the pavilion is rented by a private party results in a conflict between day use and rental use. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 130 Budget Center Asset Name Glen • GLC Clubhouse SCHEDULE FY2022 FY2023 $40,000 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Clubhouse s SCHEDULE FY2022 $10,000 FY2023 $10,000 FY2024 $10,000 FY2025 $10,000 FY2026 $10,000 Project Type: Maintenance Projects Project Priority: 3 Asset Mgt Type: DM SCHEDULE FY2022 FY2023 $80,000 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Project Name Deck Replacement SCOPE Design and replace clubhouse decking with composite decking material. Exterior Stone Repair SCOPE Annual repair and replacement of cultured and real stone elements of building facade, with a focus on window lintels and sills. Grill Room Patio Renovation SCOPE Design and construct an update to grill room outdoor patio, creating a refreshment center and outdoor grill area. Project ID 26 NEED Deck was installed as part of a conference center addition to the original 1930 building in 1999. The wooden decking requires annual scraping and staining of wood surfaces. Replacement with composite decking is intended to eliminate this need and reduce maintenance needs. 25 NEED Building was constructed in 1930, with additions in 1982 and 1999. Masonry absorbs moisture and is subject to freezing and thawing. Routine maintenance includes tuck pointing and stone replacement. 29 NEED Grill room and pro shop are part of the original 1930 building; awning and pavers were installed in 2005. Renovation is intended to provide a more interesting space for guests to eat, drink and socialize and encourage greater use of grill room. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 131 Budget Center Asset Name Glen • GLC, GLG Clubhouse SCHEDULE FY2022 $140,000 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 1 Asset Mgt Type: DM GLC, GLGClubhouse - -� SCHEDULE ` FY2022 ' FY2023 ' FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Project Name Electrical Improvements SCOPE Upgrade and improve the aged electrical panels, circuits and breakers to meet codes and electrical supply. Roof Replacement Shingle SCOPE $42,500 Replacement of approximately 4600 square feet of asphalt shingles over the 1998 banquet center addition. SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 $50,000 Project Type: Capital Projects Project Priority: 5 Asset Mgt Type: RM Sign Replacement SCOPE Install new sign at the Glen Oaks main entrance that meets brand standards. Consider incorporation of LED marquee to promote golf and conference center activities. Design project in coordination with Wayfinding Work Group. Project ID 1616 NEED Upon completing the Arc -Flash study, various code issues were discovered that require correction. 1809 NEED Replacement is required due to age and continual annual maintenance and repairs of this roof. 30 NEED Sign was installed in 1986 and does not conform to OCPR brand standards. Update of the sign will identify Glen Oaks as part of the OCPR brand. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 132 Budget Center Asset Name Glen • GLG Clubhouse SCHEDULE FY2022 FY2023 FY2024 $20,000 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: RM enceline SCHEDULE FY2022 FY2023 FY2024 $40,000 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM ��Wlf Course Irrigation Pond SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 $224,400 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Project Name ProShop HVAC SCOPE Replacement of the 25 ton Aaon Roof Top Unit (RTU) for the heating, ventilation and air conditioning of the pro -shop and grill room. Replacement SCOPE Replace 6' chain -link fence between the bag drop and the maintenance building. Irrigation Pond Relocation SCOPE Relocate pond to north side of existing pump house outside the creek's flow, creating a water hazard and new water source for irrigation. Project ID 1808 NEED Replacement of the RTU is based on life -cycle and annual maintenance costs for repairs. 33 NEED Golf coursing fenceline was installed in 1982 and 1988. Existing 6' green vinyl - coated fencing has been repaired numerous times, to the point that it detracts from the overall front line appearance of the facility. 150 NEED Existing pond is within Pebble Creek water course and receives road contaminants and sedimentation from upstream. The pond requires dredging approximately every 8-10 years (last dredged in 2019). Redesign and relocation of pond would be intended to reduce maintenance needs and dredging, improve water quality and create a water hazard for golf course. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 133 Budget Center Asset Name Glen • GLG Golf Course Irrigation System 0 SCHEDULE FY2022 $500,000 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Maintenance Building SCHEDULE FY2022 FY2023 $15,000 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Maintenance Chemical Mixing SCHEDULE FY2022 FY2023 $25,000 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Project Name Upgrade Phase II SCOPE Upgrades to mainline pipe and isolation valves. Replace existing 4", 6", and 8" mainline pipe with HDPE, DR 11 from pumpstation to all holes as identified on the plans. Holes 3 and 4. Route new mainline pipe and empty conduit across bridge. New pipe and conduit are to be HDPE, DR 11. Pipe to be 4", conduit 2". Strap both to bridge structure. Abandon existing pipe through pond. Project ID 34 NEED Irrigation system was installed in 1983, 1987 and 1991; automated in 1999. System was partially replaced in 2016. Replacement is intended to reduce maintenance needs and costs. Maintenance Heater Replacement SCOPE Replace three (3) 75,000 BTU tube heaters that are over 33 years old and located in the maintenance garage. Replacement SCOPE Replace current structure with a new 300-square foot pole barn sturcture that meets state requirements and has a chemical mixing pad and sufficient secure storage space. 272 NEED Project is part of the park system -wide management of building equipment. Replacement is scheduled when warranted by the age and condition of equipment and is intended to reduce unscheduled replacement and increase efficiencies. 149 NEED Current chemical building is a temporary storage shed in poor condition and without adequate clear space for filling spray equipment. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 134 Budget Center Asset Name Glen • GLG Northeast Steel Bridge SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Maintenance Projects Project Priority: 1 Asset Mgt Type: RM Northwest Steel Bridge SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Maintenance Projects Project Priority: 1 Asset Mgt Type: RM outheast Steel Bridge SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Maintenance Projects Project Priority: 1 Asset Mgt Type: RM Project Name Structural Inspection SCOPE $1,850 Complete inspection and report by a qualified engineer every 5 years. Structural Inspection SCOPE $1,850 Complete inspection and report by a qualified engineer every 5 years. Structural Inspection SCOPE $1,850 Complete inspection and report by a qualified engineer every 5 years. Project ID 959 NEED 31' steel pedestrian bridge was constructed in 1994; last inspected in 2013 and 2018. Inspection is part of the park system -wide management to monitor structural integrity and identify potential maintenance and safety issues. 960 NEED 24' steel pedestrian bridge was constructed in 1994; last inspected in 2013 and 2018. Inspection is part of the park system -wide management to monitor structural integrity and identify potential maintenance and safety issues. 32 NEED 40' steel pedestrian bridge was constructed in 1991; last inspected in 2013 and 2018. Inspection is part of the park system -wide management to monitor structural integrity and identify potential maintenance and safety issues. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 135 Budget Center Asset Name Glen • GLG Southwest Steel Bridge SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Maintenance Projects Project Priority: 1 Asset Mgt Type: RM Wood Pedestrian Bridge SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Maintenance Projects Project Priority: 1 Asset Mgt Type: RM $2,350 $2,350 Project Name Structural Inspection SCOPE Complete inspection and report by a qualified engineer every 5 years. Structural Inspection SCOPE Complete inspection and report by a qualified engineer every 5 years. Project ID 958 NEED 70' steel pedestrian bridge was constructed in 1991; last inspected in 2013 and 2018. Inspection is part of the park system -wide management to monitor structural integrity and identify potential maintenance and safety issues. 961 NEED 81' wood pedestrian bridge was constructed in 1991; last inspected in 2013 and 2018. Inspection is part of the park system -wide management to monitor structural integrity and identify potential maintenance and safety issues. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 136 Budget Center Asset Name 8MEM=W GRV Proposed New SCHEDULE FY2022 FY2023 $152,000 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: New ab SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Maintenance Projects Project Priority: 3 Asset Mgt Type: RM Cabi SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Maintenance Projects Project Priority: 3 Asset Mgt Type: RM $4,500 $4,500 Project Name Dumpstation Queuing Road and Trailer Parking SCOPE Create a one-way gravel loop road into adjacent field from dump station road. Evaluate need and capacity for additional dump station. Consider construction of a gravel ORV parking areas as part of the queuing road. HVAC Replacement SCOPE Replace the window -type HVAC unit installed in 2010 with a ductless split system for higher efficiency and longer lasting equipment. HVAC Replacement SCOPE Replace the window -type HVAC unit installed in 2012 with a ductless split system for higher efficiency and longer lasting equipment. Project ID 152 NEED During peak recreation vehicle sanitary dumping, queuing of vehicles blocks other pedestrian and vehicle traffic resulting in safety and customer service issues. Need for accessibility updates have been identified in the Transition Plan. 38 NEED Project is part of the park system -wide management of building equipment. Replacement is scheduled when warranted by the age and condition of equipment and is intended to reduce unscheduled replacement and increase efficiencies. 40 NEED Project is part of the park system -wide management of building equipment. Replacement is scheduled when warranted by the age and condition of equipment and is intended to reduce unscheduled replacement and increase efficiencies. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 137 Budget Center Asset Name GRV Cabin 8 SCHEDULE FY2022 FY2023 FY2024 $4,500 FY2025 FY2026 Project Type: Maintenance Projects Project Priority: 3 Asset Mgt Type: RM Project Name Project ID HVAC Replacement 946 SCOPE NEED Replace the window -type HVAC unit Project is part of the park system -wide installed in 2012 with a ductless split management of building equipment. system for higher efficiency and longer Replacement is scheduled when lasting equipment. warranted by the age and condition of equipment and is intended to reduce unscheduled replacement and increase efficiencies. Decking Replacements 153 SCHEDULE SCOPE NEED FY2022 $84,000 Replace 300-400 square feet of Eight cabins were constructed in 1996 existing wood deck at each cabin. Do and 2002. Wood decks of cabins are FY2023 replacements at the four 400 SF cabins deteriorating and require frequent FY2024 first; followed by four 300 SF cabins. replacement of boards. FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: New Air Conditioner Installation 1578 SCOPE NEED Design/engineering and installation of Installation of an air conditioning an new air conditioning system for the system will improve worker unconditioned kitchen and concession productivity and health. $25,000 space. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 138 Budget Center Asset Name Groveland Oaks GRV Concession SCHEDULE FY2022 FY2023 FY2024 $25,000 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: New Concession SCHEDULE FY2022 FY2023 $20,000 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM 4000kritact Station_'W SCHEDULE FY2022 FY2023 $170,000 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: RM Project Name Generator Installation SCOPE Engineering, sizing and installation of a new electrical generator at the Concession/Restroom/Shower facility. Utility Enclosure SCOPE Design/engineering of a pemanent roof structure/enclosure over the existing outdoor utility equipment for water supply and softning systems. Update or Replacement SCOPE Update or replace contact station to provide employee restrooms, increase employee workspace and provide safe and universally accessible pedestrian access. Phase I: Design; Phase II: Construction Project ID 1579 NEED Installation is required due to frequent power outages to prevent food spoilage at the concession and allow the restroom/shower facility to remain open during park operations. 1821 NEED Roof structure/enclosure will increase expected life -cycle of the utility equipment and lower annual maintenance costs. 242 NEED Facility does not meet the needs of the current capacity of the park and campground. Accessibility issues have been identified in the transition plan. Employees must cross traffic to use the restroom. If the ORV park is developed, the anticipated longer season and increased usage will cause additional issues. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 139 Budget Center Asset Name Project Name GRV Cottage Island Bridge SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Maintenance Projects Project Priority: 1 Asset Mgt Type: RM Firewood ANWIll SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM roup Area 1 Pavilion SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Structural Inspection SCOPE $1,850 Complete inspection and report by a qualified engineer every five 5 years. Project ID 41 NEED Bridge was installed in 1979; last inspected in 2012 and 2018. Inspection is part of the park system- wide management to monitor structural integrity and identify potential maintenance and safety issues. Replacement 160 SCOPE NEED $15,000 Replace existing shed with enclosed Current wood storage shed does not pole barn type building, approximately have sufficient capacity to serve 24' x 18', with cement floor and roll -up campers needs, provide dry storage, or garage door that will accommodate facility inventory of stock. entry of tractor to stack firewood. Roof Replacement Shingle SCOPE $5,000 Removal and replacement of approximately 6 Squares (100SF/Sq) of asphalt shingle roofing, not including any structural or wood deck replacements. 1034 NEED Original asphalt shingle roofs were install as part the 2003 Campground Renovation project and have an approximate life -cycle of 20 years. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 140 Budget Center Asset Name 8MEM=W GRV Group Area 10 and 11 Pavilion SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 ROMEO Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM roup Area 12 and 13 Pavilion SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM roup Area 2 and 3 Pavilion SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM $6,000 $6,000 $6,000 Project Name Roof Replacement Shingle SCOPE Removal and replacement of approximately 6 Squares (100SF/Sq) of asphalt shingle roofing, not including any structural or wood deck replacements. Roof Replacement Shingle SCOPE Removal and replacement of approximately 6 Squares (100SF/Sq) of asphalt shingle roofing, not including any structural or wood deck replacements. Roof Replacement Shingle SCOPE Removal and replacement of approximately 6 Squares (100SF/Sq) of asphalt shingle roofing, not including any structural or wood deck replacements. Project ID 1035 NEED Original asphalt shingle roofs were install as part the 2003 Campground Renovation project and have an approximate life -cycle of 20 years. 1036 NEED Original asphalt shingle roofs were install as part the 2003 Campground Renovation project and have an approximate life -cycle of 20 years. 1037 NEED Original asphalt shingle roofs were install as part the 2003 Campground Renovation project and have an approximate life -cycle of 20 years. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 141 Budget Center Asset Name 8MEM=W GRV Group Area 4 and 5 Pavilion f SCHEDULE :' r FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM roup Area 6 and 7 Pavilion SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 I Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM roup Area 8 and 9 Pavilion SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM $6,000 $6,000 $6,000 Project Name Roof Replacement Shingle SCOPE Removal and replacement of approximately 6 Squares (100SF/Sq) of asphalt shingle roofing, not including any structural or wood deck replacements. Roof Replacement Shingle SCOPE Removal and replacement of approximately 6 Squares (100SF/Sq) of asphalt shingle roofing, not including any structural or wood deck replacements. Roof Replacement Shingle SCOPE Removal and replacement of approximately 6 Squares (100SF/Sq) of asphalt shingle roofing, not including any structural or wood deck replacements. Project ID 1038 NEED Original asphalt shingle roofs were install as part the 2003 Campground Renovation project and have an approximate life -cycle of 20 years. 1039 NEED Original asphalt shingle roofs were install as part the 2003 Campground Renovation project and have an approximate life -cycle of 20 years. 1040 NEED Original asphalt shingle roofs were install as part the 2003 Campground Renovation project and have an approximate life -cycle of 20 years. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 142 Budget Center Asset Name 8MEM=W GRV Mathews Island Bridge SCHEDULE FY2022 FY2023 FY2024 $90,000 FY2025 FY2026 Project Type: Capital Projects Project Priority: 1 Asset Mgt Type: DM Mathews Island Bridge SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Name Replacement SCOPE Replace bridge. Structural Inspection SCOPE $1,850 Complete inspection and report by a $1,850 qualified engineer every year until bridge is replaced. Commence $1,850 inspections again 15 years after $1,850 replacement. Project Type: Maintenance Projects Project Priority: 1 Asset Mgt Type: RM Paradise Island Long Span Bridge SCHEDULE FY2022 FY2023 FY2024 $500,000 FY2025 FY2026 Project Type: Capital Projects Project Priority: 1 Asset Mgt Type: DM Replacement SCOPE Replace bridge and abutments. Bridge is closed due to concrete abutment issues and will remain closed for 2020 operating season. Temporary shoring to be implemented in late 2019. Project ID 1527 NEED 50' pedestrian bridge was installed in 1979; last inspected in 2013 and 2018. Regular inspections have identified structural issues with the existing bridge the need to be addressed in the near future. Refer to structural engineering report. Structural inspections not needed until 15 years after replacement is completed. 45 NEED 50' pedestrian bridge was installed in 1979; last inspected in 2013 and 2018. Inspection is part of the park system- wide management to monitor structural integrity and identify potential maintenance and safety issues. 1526 NEED 150' steel arch frame pedestrian bridge was installed in 1979; last inspected in 2013 and 2018. Regular inspections have identified structural issues with the existing steel frame and concrete abutments that need to be addressed in the near future. Refer to structural engineering report. Structural inspections not needed until 15 years after replacement is completed. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 143 Budget Center Asset Name GRV Paradise Island Long Span Bridge SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Name Structural Inspection SCOPE $2,350 Complete inspection and report by a $2,350 qualified engineer every year until replacement of bridge is completed. $2,350 $2,350 Project Type: Maintenance Projects Project Priority: 1 Asset Mgt Type: RM Paradise Island Short Span Bridge SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Maintenance Projects Project Priority: 1 Asset Mgt Type: RM ark House 6000 Grange Hall SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: Asset Mgt Type: New $1,850 $25,000 Structural Inspection SCOPE Complete inspection and report with a qualified engineer every 5 years. Air Conditioner Installation SCOPE Replace existing 1970s installed boiler heating system with central heating, ventilation and cooling system, including demolition of existing radiant heat coils and plumbing and installation of new duct distribution system. Project ID 42 NEED 150' pedestrian bridge was installed in 1979; last inspected in 2012 and 2018. Need for annual inspection until replacement is made was identified in 2018 structural inspection report. Inspection is part of the park system- wide management to monitor structural integrity and identify potential maintenance and safety issues. Inspection schedule should recommence 15 years after replacement is made. 43 NEED 50' pedestrian bridge was installed in 1979; last inspected in 2013 and 2018. Inspection is part of the park system- wide management to monitor structural integrity and identify potential maintenance and safety issues. 1584 NEED Due to the age, inefficency and condensation issues of the existing boiler system, the system could be replaced with a more effiecient central HVAC system Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 144 Budget Center Asset Name 8MEM=V GRV Park House 6000 Grange Hall SCHEDULE FY2022 $17,000 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Park House 6000 Grange Hall SCHEDULE FY2022 FY2023 $15,000 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: New ��avement and Drainage SCHEDULE FY2022 FY2023 FY2024 FY2025 $140,000 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Project Name Roof Replacement Shingle SCOPE Remove and replace the 2,150-square foot asphalt shingle roof with the standard 30-year architectural asphalt shingle, including any necessary roof sheathing repacement or repairs. Water Supply Generator SCOPE Install a new generator for the park house. Project ID 157 NEED House was constructed in 1980. Project is part of the park system -wide management of building roofs. Replacement is scheduled when warranted by the age and condition of roofing materials and structural elements and is intended to reduce need for repairs. 1585 NEED Due to frequent power outages and the water supply well for the maintenance yard is feed from the residential well, providing the alternate power to the residence will maintain power for the existing well to supply the maintenance the required water supply for proper park operations. Entrance Drive Repair or Replacement SCOPE Full depth milling of existing 1,000 entrance boulevard from Dixie Highway to and around the existing contact station. 1577 NEED Original entrance boulevard installed in the early 1980s is over 35 years old, with no history of replacement or repaving. Average life -cycle of asphalt pavment is approximately 20 years. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 145 Budget Center Asset Name 3MEM=W GRV Pines Playground SCHEDULE FY2022 $80,000 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 1 Asset Mgt Type: DM Recreation Pavilio SCHEDULE FY2022 r FY2023 FY2024 FY2025 $40,500 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM ��ffection A Restroom SCHEDULE FY2022 FY2023 $330,000 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Project Name Replacement SCOPE Replacement and update of the existing 2003 installed playground Roof Replacement Shingle SCOPE Remove and replace the 5,240-square foot asphalt shingle roof with the standard 30-year architectural asphalt shingle, including any necessary roof sheathing repacement or repairs. Interior Renovation SCOPE Renovate interior to update deteriorated materials and fixtures and to comply with accessibility standards. Project ID NEED Replacement is required to remain current with all applicable public playground safety standards and trends. 1224 155 NEED Structure was constructed in 1985. Project is part of the park system -wide management of building roofs. Replacement is scheduled when warranted by the age and condition of roofing materials and structural elements and is intended to reduce need for repairs. 158 NEED Restroom was constructed in 1972. Ceramic tiles and drop ceiling are in poor condition. Need for accessibility updates was identified in the Transition Plan. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 146 Budget Center Asset Name 8MEM=V GRV Septic Field SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Maintenance Projects Project Priority: 2 Asset Mgt Type: RM Septic Field >,d� SCHEDULE Project Name Inspection SCOPE Work with a qualified geological engineer to conduct inspection of the $5,000 septic field every five (5) years. FY2022 FY2023 FY2024 FY2025 $1,500,000 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Project ID 46 NEED Septic field was installed in 1993; expanded in 2003; inspected in 2012 and 2018. Inspections are scheduled every 5 years, as required by Oakland County Health Department, and are intended to ensure proper function of system. Parkwide Sanitary Improvements SCOPE Connect all internal park facilities into a new collection system of underground sanitary mains, in anticipation of the construction for the new NW Oakland Sanitary Interceptor from Genesee County. 1927 NEED As part of the Holly and Groveland Township's request to extend sanitary sewers for Genessee County into Oakland County, particularly to Grange Hall Road and Dixie Highway, the Water Resource Commissioner's study has estimated 114 Residential Equivalent Units for the Groveland Oaks Campground. This consideration is based in part by EGLE's recommendation for Parks to study alternative sanitary disposal systems for the (5) aging septic fields located at the campground and site. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 147 Budget Center Asset Name Project Name Project ID Mwar IF HRV Proposed New Parking Lot SCHEDULE SCOPE NEED FY2022 $200,000 All earthwork and grading necessary to Earthwork and grading required by site complete the second phase installation plan review and for noise control. FY2023 of the previously designed/engineered FY2024 220,000 square foot southern asphalt FY2025 millings parking lot and park entrance, along the Dixie Hwy property line, FY2026 according to site plan requirements 1 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: New Proposed New Parking Lot Grant Reimbursement SCHEDULE SCOPE h. FY2022 ($200,000) Project funding from the Michigan FY2023 Department of Natural Resources. FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: New Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 148 Budget Center Asset Name IN D Boathouse Project Name Project ID Roof Replacement Shingle 161 SCHEDULE SCOPE NEED FY2022 $18,500 Remove and replace the 2,355-square Building was constructed in 1978 and FY2023 foot asphalt shingle roof with standard updated in 2001. Project is part of the 30-year architectural asphalt shingle, park system -wide management of FY2024 including any necessary roof sheathing building roofs. Replacement is FY2025 repacement or repairs. scheduled when warranted by the age and condition of roofing materials and FY2026 structural elements and is intended to reduce need for repairs. Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Camp Wilderness Bridge SCHEDULE FY2022 FY2023 FY2024 $3,000 FY2025 FY2026 Project Type: Maintenance Projects Project Priority: 1 Asset Mgt Type: RM Camp Wilderness Pavilion 1 North SCHEDULE FY2022 FY2023 FY2024 $6,000 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Structural Inspection SCOPE Complete inspection and report by a qualified engineer every 5 years. Roof Replacement SCOPE Replacement of the 1100-square foot asphalt shingle roof. 277 NEED Timber bridge was constructed in YEAR; last inspected in 2018. Inspection is part of the park system- wide management to monitor structural integrity and identify potential maintenance and safety issues. 1623 NEED Requires replacement due to age and existing condition. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 149 Budget Center Asset Name IND Camp Wilderness Pavilion 2 South 4 SCHEDULE FY2022 FY2023 FY2024 $6,000 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Concession and Bathhouse SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM ock and Boardwalk SCHEDULE FY2022 FY2023 f, FY2024 b FY2025 ,. FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Project Name Roof Replacement SCOPE Replacement of the 1100-square foot asphalt shingle roof. Project ID 1624 NEED Requires replacement due to age and existing condition. Site and Building Improvements 163 SCOPE NEED $25,000 Develop concepts to improve beach Concession and bathhouse were built area, beach buildings and to meet in 1986. Beach area is very popular accessibility guidelines, accomplishing and in need of updates to retain universal access to the extent possible. current users and attract new visitors. Develop overall plan to update or Circulation in lake needs to be replace original park structures and increased, bathhouse is subject to implement phased improvements. leaking and mildew, concession building is unused, landscaping needs to be assessed and upgraded. $200,000 Replacements SCOPE Evaluate access points on Crooked Lake and develop an overall lake access plan to comply with ADA standards; identify and prioritize replacements that meet public need 53 NEED Boardwalks and docks are maintained regularly. Specific docks have been identified that have failed members and require replacement to ensure safety of trail users. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 150 Budget Center Asset Name Project Name Project ID IND Hidden Springs Dam Structural Inspection SCHEDULE SCOPE FY2022 Complete inspection and report by a qualified engineer every five years. FY2023 FY2024 $3,000 FY2025 FY2026 Project Type: Maintenance Projects Project Priority: 1 Asset Mgt Type: RM Hidden Springs Parking Lot � SCHEDULE FY2022 ` FY2023 FY2024 FY2025 FY2026 Project Type: Maintenance Projects Project Priority: 3 Asset Mgt Type: RM REMELke oint Pavil SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM $4,500 Storm Sewer Maintenance SCOPE Vacuum drains in Hidden Springs parking lot every 5 years. Roof Replacement Shingle 275 NEED Dam is located on the south side of Hidden Springs Beach; last inspected in 2018. Inspection is part of the park system -wide management to monitor structural integrity and identify potential maintenance and safety issues. 217 NEED Paved parking lot has multiple drains that drain into wetland south of beach. Oakland County Water Resources Commissioner's office conducted inspection in 2017 and recommended to vacuum drains every 5 years. Drains were vacuumed last in 1058 SCOPE NEED $6,000 Replacement of the 1100-square foot Requires replacement due to age and asphalt shingle roof. existing condition. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 151 Budget Center Asset Name IND Maintenance Cold Storage SCHEDULE FY2022 FY2023 i FY2024 FY2025 FY2026 $132,000 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: New Maintenance Cold Storage SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM q000ko.raine Knoll Playground SCHEDULE FY2022 FY2023 le � �� FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 1 Asset Mgt Type: DM $23,000 $80,000 Project Name Pole Barn Addition SCOPE Design of an enclosed 1,800 square foot pole barn structure off the existing cold storage building, including the necessary earthwork, concrete slab and restoration. Roof Replacement SCOPE Replacement of the 3,380square foot asphalt shingle roof. Replacement SCOPE Replace playground with a similar - sized accessible playground compliant with Consumer Products Safety Commission public playground guidelines. Project ID 54 NEED Tractor implements are currently stored outside unprotected from the weather; pole barn addition would provide for cold storage and improved maintenance of this equipment. 1630 NEED Requires replacement due to age and existing condition. 56 NEED Play structure was installed in 1998 and is outdated and not compliant with accessibility or current safety guidelines. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 152 Budget Center Asset Name Project Name Project ID Project Type: Maintenance Projects Project Priority: 1 Asset Mgt Type: DM IN Nature Center Bridge Repair SCOPE Remove deck planks and railings; thoroughly clean steel components via abrasive blasting and cover structural steel components with an appropriate corrosion resistant coating. Install new deck planks with appropriately sized gaps between them. Install deck fasteners no closer to edges than specified by the "National Design Specification for Wood Construction". Structural Inspection SCHEDULE SCOPE FY2022 Complete inspection and report by a qualified engineer every 5 years. FY2023 FY2024 $3,000 FY2025 FY2026 Project Type: Maintenance Projects Project Priority: 1 Asset Mgt Type: RM rk Entrance Boulevard SCHEDULE FY2022 $287,500 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Paving SCOPE 1-1/2" milling and paving of the main 1,550 linear foot, 4-lane park entrance boulevard, from Sashabaw Road to a point west of the entrance boulvard, where the 2-lane park entrance road begins, including all paved parking lot approaches. 1201 NEED Need for bridge repairs identified in the structural inspection performed in October 2018. 276 NEED Timber bridge was last inspected in 2018. Inspection is part of the park system -wide management to monitor structural integrity and identify potential maintenance and safety issues. 1980 NEED Original asphalt entrance was installed in 1970's and requires annual pavement maintenance for removing portions of the road and paving (cut and Patch) to filling pavement crack. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 153 Budget Center Asset Name IND Park Entrance Road SCHEDULE FY2022 $438,000 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Park House 9489 Sashabaw SCHEDULE FY2022 FY2023 $10,000 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM SCHEDULE FY2022 $487,500 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Project Name Paving SCOPE 1-1/2" milling and paving of the main 2.920 linear foot, 2-lane park entrance road, from the a point west of the entrance boulvard to the T- intersection, including all paved parking lot approaches. HVAC Replacement SCOPE Replace the 40,000 BTU, 40 gallon water heater installed prior to our purchase of the facility. Paving SCOPE 1-1/2" milling and paving of the 3,250 linear foot, 2-lane park road, from the T-intersection to the Nature center parking lot, including all paved parking lot approaches. Project ID 1979 NEED Original asphalt road was installed in 1998 and requires annual pavement maintenance for removing portions of the road and paving (cut and patch) to filling pavement crack. 49 NEED Project is part of the park system -wide management of building equipment. Replacement is scheduled when warranted by the age and condition of equipment and is intended to reduce unscheduled replacement and increase efficiencies. 1982 NEED Original asphalt road was installed in 1998 and requires annual pavement maintenance for removing portions of the road and paving (cut and patch) to filling pavement crack. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 154 Budget Center Asset Name IND Park Road South SCHEDULE FY2022 $337,500 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM ine Grove Playground SCHEDULE FY2022 FY2023 $80,000 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 1 Asset Mgt Type: DM iver Loop East Bridge SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 $5,000 Project Type: Maintenance Projects Project Priority: 1 Asset Mgt Type: RM Project Name Paving SCOPE 1-1/2" milling and paving of the 3,250 linear foot, 2-lane park road, from the T-intersection to the Nature center parking lot, including all paved parking lot approaches. Replacement SCOPE Replace playground with a similar - sized accessible playground compliant with Consumer Products Safety Commission public playground guidelines. Structural Inspection SCOPE Complete inspection and report by a qualified engineer every 5 years. Project ID 1983 NEED Original asphalt road was installed in 1998 and requires annual pavement maintenance for removing portions of the road and paving (cut and patch) to filling pavement crack. NEED Play structure was installed in 1997 and is outdated and not compliant with accessibility or current safety guidelines. 58 218 NEED Inspection is part of the park system- wide management to monitor structural integrity and identify potential maintenance and safety issues. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 155 Budget Center Asset Name IND Sensory Garden and Pond SCHEDULE FY2022 FY2023 $20,000 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM rail G Habitat TraiM SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Maintenance Projects Project Priority: 2 Asset Mgt Type: DM win Chimneys Pavilion SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM $50,000 $21,770 Project Name Improvements SCOPE Replace sensory garden interpretative pond and trellis. Improvements SCOPE Evaluate 0.6-mile Habitat Trail and its connector with the Nature Center entrance. Design and implement improvements that will meet accessibility guidelines and improve usability as a teaching trail. Roof Replacement Shingle SCOPE Replacement of the 3,300-square foot asphalt shingle roof. Project ID 59 NEED Pond and trellis located near Wint Nature Center were installed in 2000. Pond and has developed leaks in the pond liner and trellis is failing. The project is intended to reduce the need for maintenance and repairs. 1511 NEED Habitat Trail and connector to Nature Center building does not meet ADA guidelines. 376 NEED Requires replacement due to age and existing condition. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 156 Budget Center Asset Name IND Twin Chimneys Restroom SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Waters Edge Playground SCHEDULE ow FY2022 FY2023 $80,000 FY2024 FY2025 FY2026 Project Name JRoof Replacement Shingle SCOPE Replacement of the 1,500-square foot asphalt shingle roof. $6,650 Project Type: Capital Projects Project Priority: 1 Asset Mgt Type: DM SCOPE Replace playground with a similar - sized accessible playground compliant with Consumer Products Safety Commission public playground guidelines. Project ID . 1071 NEED Requires replacement due to age and existing condition. f 1 L A NEED Play structure is outdated and not compliant with accessibility or current safety guidelines. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 157 Budget Center Asset Name Lyon •. LYC, LYG Clubhouse SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 $180,000 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM LYC, LYG avement and Drainage SCHEDULE FY2022 FY2023 $924,000 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM ��avement and Drainage SCHEDULE FY2022 FY2023 $556,000 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Project Name Interior Renovation SCOPE Renovate conference center, grill room and other public spaces within the clubhouse, including installation of partitions in the conference center main room to divide area into three rooms. Phase I: carpet replacement (LYC operating budget in FY2018); Phase II: design and installation of room partitioning systems Parking Lot Replacement SCOPE Replace two existing parking lots, including any necessary gravel base repairs. East Parking Lot - LYG allocation (81,000 square feet); West parking lot - LYC allocation (86,000 square feet). Entrance Drive Replacement SCOPE Replace entrance drive to conference center and golf course. Consider new lighting and installation of bar gate as part of the project. Project ID 60 NEED Carpet and fixtures were installed when the facility was constructed in 2001 and are worn. Conference center main room is too large for intimate gatherings or smaller meetings — providing partitions would be intended to make the facility attractive to rent for more types of groups and events. NEED Asphalt and base are failing and requires frequent patching. Replacement will improve attractiveness of the facility and reduce maintenance needs. 63 61 NEED Construction of existing roads in 2000 were built on heavy clay soils with minimal under -drainage and gravel base resulting in poor asphalt conditions. Pavement, especially next to the shoulders, is failing. Gravel shoulders are difficult to maintain due to snow removal in winter. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 158 Budget Center Asset Name Project Name Lyon •. LYG Golf Driving Range SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 $25,000 Project Type: Capital Projects Project Priority: 4 Asset Mgt Type: RM olf Restroom Ill W SCHEDULE FY2022 FY2023 FY2024 FY2025 $10,000 FY2026 Project Type: Maintenance Projects Project Priority: 3 Asset Mgt Type: DM ole #11 Boardwalk SCHEDULE FY2022 FY2023 FY2024 FY2025 `. FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Improvements SCOPE Consider installing Driving Range targets that give feedback and guidance on skill levels. Consider adding chipping area. Floor Resurfacing SCOPE Epoxy floors. Consider adding grit to make slip proof. Replacement Project ID 404 NEED Driving Range improvements are an opportunity to increase visitor satisfaction and potential revenue. NEED The two on -course restrooms are in good shape. Floors need to be refinished. 221 164 SCOPE NEED Remove and replace 350' of 10' wide Boardwalk at Hole #11 was installed in $70,000 boardwalk. 2002 as part of original golf course construction. Boardwalk is damaged by frost and heaving. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 159 Budget Center Asset Name Lyon •. LYG Hole #17 Boardwalk SCHEDULE FY2022 FY2023 $75,000 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Pavement and Drainage SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 $165,000 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: RM Proposed New = Project Name Replacement SCOPE Replace approximately 100' of golf cart boardwalk, including the widening of deck from 10' to 14' for two-lane traffic and access for emergency vehicles. Project ID 62 NEED Boardwalk at Hole #17 was installed in 2002 as part of original golf course construction. Inadequate base post construction resulted in irregular frost heaving of the deck. Widening of the boardwalk is needed to accommodate emergency vehicles. Sports Field Parking Lot Expansion SCOPE Grade area and expand gravel parking lot to accommodate 60-80 vehicles for various sports events. 166 NEED Existing overflow lawn parking area has continual muddy and slippery conditions. Conversion to a gravel lot would be intended to make the lot usable year-round, reduce maintenance needs, and increase level of customer service at revenue - generating facilities. Dog Park and Sports Field Restroom SCHEDULE SCOPE FY2022 Design and construct approximately 1,000 square foot permanent restroom FY2023 for use by dog park and sports field FY2024 visitors. Determine location based on FY2025 available access to existing septic field and convenience between dog park FY2026 $275,000 and sports fields. Project Type: Capital Projects Project Priority: 5 Asset Mgt Type: New 165 NEED Portable toilet currently in place does not serve the needs of both Dog Park and Sport Field users. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 160 Budget Center Asset Name Lyon •. LYP Woods Edge Playground SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 1 Asset Mgt Type: DM Project Name Replacement SCOPE Replace playground at Woods Edge $80,000 Pavilion with a similar -sized accessible playground compliant with Consumer Products Safety Commission public playground guidelines. Project ID 1535 NEED Play structure was installed in 2003 and is outdated and not compliant with accessibility or current safety guidelines. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 161 Budget Center Asset Name ORN Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Entrance Signs (3) SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 5 Asset Mgt Type: RM ake 16 Boat Ramp and Dock SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Project Name Project ID AM= Boundary Fence Replacement (ROW) 1636, SCOPE Replacement of approximately 16,000 LF existing 6' chain -link boundary fence adjacent to the existing road rights of way. (Baldwin, Clarkston and Joslyn Roads) SCOPE Design and install entrance signs that comply with sign and brand standards Coordinate project with Wayfinding $45,000 Work Group. $25,000 SCOPE Replace 30' x 12' x 8" thickness concrete ramp and 40' x 8' floating dock. Widen concrete launch so the skid pier sits on the concrete planks. NEED Replacement is required due to age, condition and continual annual maintenance. NEED Orion Oaks has four entrances. None of the entrances comply with sign or brand standards. ■ ■ NEED Concrete ramp and floating dock are failing. Replacement would be intended to improve visitor safety and experience and accessibility. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 162 Budget Center Asset Name SEMM" ORN Lake 16 Fishing Pier SCHEDULE FY2022 FY2023 FY2024 FY2025 $190,000 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM aintenance Yard SCHEDULE FY2022 FY2023 $10,000 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM ail D Draeon Loop SCHEDULE FY2022 FY2023 $190,000 FY2024 FY2025 FY2026 Project Type: Maintenance Projects Project Priority: 5 Asset Mgt Type: DM Project Name Replacement SCOPE Design and construct approximately 450' universally accessible fishing pier to replace existing structure. Include approximately 160' access route and accessible parking improvements. Cold Storage Design SCOPE Design cold storage facility using two purchased shipping containers, adding a roof and utilities. Accessibility Enhancements SCOPE Implement Dragon Loop trail improvements to the Dog Park from section completed in FY2018 to the Dog Park. Project ID 168 NEED Floats are failing on fishing pier. Fishing pier is 25 years old, requires frequent maintenance and continues to deteriorate. NEED Portable garage is in place now for equipment, but most equipment is stored in the open. Need increased capacity for cold storage and replacement of current temporary building. 223 245 NEED Trail surface does not meet accessibility guidelines. Phase I of this project was approved as part of the FY2018 Trail Enhancements program. 3,408 linear feet of the Dragon Loop between markers #13 and #30 were improved to specification. Phase II was cancelled due to budget constraints. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 163 Budget Center Asset Name • • 1 • . EMPF ORN Utilities and Infr Project Name astructure Water and Electrical to Maintenance Shed SCHEDULE SCOPE NEED FY2022 Establish utility lines to maintenance Heat, water and electrical are needed FY2023 $30,000 shed, including water and electrical. for staff to use the maintenance shed in four seasons. Project ID FY2024 FY2025 FY2026 Project Type. Capital Projects Project Priority: 3 Asset Mgt Type: New Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 164 Budget Center Asset Name -• Oaks J -a -M RDD Dog Park Contact Station Shed SCHEDULE a FY2022 FY2023 $25,000 FY2024 i FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: RM Utilities and Infrastructure SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Maintenance Projects Project Priority: 3 Asset Mgt Type: RM SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: RM $4,500 $30,000 Project Name Replacement SCOPE Replace existing ticket booth with a 100 SF contact station, with HVAC and POS network capabililties. Install security cameras. Drinking Fountains SCOPE Replace the existing dog bowl filling hose bib with an appropriate accessible water fountain for both humans and dogs. Golf Netting Replacement SCOPE Replacement of approximately 375 LF of 50' high golf netting along the fairway of hole #2. Project ID 711 NEED Existing contact station is a temporary structure that is inadequate for required functions and for employee comfort and safety. 1692 NEED There is no water fountain for the dog park guests. 1683 NEED Replacement is required to prevent property damage and ensure the safety of the neighboring residential structures and families. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 165 Budget Center Asset Name • • RDG Golf Cart Barn Project Name Project ID Expansion 171 SCHEDULE SCOPE NEED FY2022 Design and construct expansion to cart Cart barn is too small for current barn. operation. Barn is unheated, which FY2023 affects life of golf cart batteries. FY2024 FY2025 FY2026 $110,000 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: RM Golf Cart Tunnel SCHEDULE FY2022 FY2023 FY2024 FY2025 $100,000 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM ELolf Course Irrigation System SCHEDULE FY2022 FY2023 FY2024 $90,000 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Replacement SCOPE Design and replace of the existing corrugated metal structured tunnel. Include increased size to accommodate maintenance vehicles Work with local partners to identify need for pathway and potential cost share. Irrigation Improvements SCOPE Upgrade irrigation controllers and satellites. 69 NEED Tunnel is a culvert and is deteriorating. Pathway over tunnel is fenced on both sides, dividing the golf course and connecting the neighborhood with the school. Fencing is needed to keep pedestrians safe from golf balls. 172 NEED Irrigation controllers and satellites are outdated. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 166 Budget Center Asset Name • •. RDG Park Maintenance Building SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Park Maintenance Building SCHEDULE FY2022 FY2023 . _ FY2024 FY2025 FY2026 Project Type: Maintenance Projects Project Priority: Asset Mgt Type: DM Park Maintenance Building SCHEDULE FY2022 y , FY2023 FY2024 \� FY2025 �e FY2026 Project Type: Maintenance Projects Project Priority: Asset Mgt Type: DM $242,000 $6,000 $1,500 Project Name Cold storage expansion SCOPE Expand Maintenance Building, adding 2,500 square feet, to provide cold storage for equipment and to free up space in building for work, meeting and office areas. Project ID 173 NEED Maintenance Building was built to support golf course and smaller waterpark and does not meet needs of current park operation with 5 separate facilities and increased maintenance staffing. Current equipment storage is insufficient, resulting in equipment stored outside during operational months resulting in shorter equipment life. This project need to be assessed as part of the FY2021-23 golf operation review. HVAC Replacement with Split System SCOPE Replace and install a new HVAC system for the maintenance building offices and break room. Water heater replacement SCOPE Preventative replacement of the existing 20+ year old water heater in the maintenance building. 817 NEED Existing 20+ year old heating system beyond it's manufacturer recommended life cycle. Air Conditioning is recommended not only for employee comfort, but to keep the required computer and electronic control system cooler during the summer months. 818 NEED Existing 20+ year old water heater is beyond it's manufacturer recommended life cycle. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 167 Budget Center Asset Name • Oaks J RDG RDP RWP Park Maintenance Building 7--- I JU, SCHEDUL FY2022 Project Name Network update E SCOPE FY2023 FY2024 FY2025 FY2026 $25,000 Install fiber optic cable to the existing maintenance building. Project ID NEED Current network is cellular based, not connected to the County intranet and is insufficent for network based control systems. Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: RM Park Maintenance Yard Expansion and Improvement .,. Wr SCHEDULE SCOPE NEED FY2022 FY2023 . _ FY2024 FY2025 FY2026 $407,000 Awl Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM 41111Wroposed New SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 $75,000 Project Type: Capital Projects Project Priority: 4 Asset Mgt Type: New Redesign, expand and update Maintenance Yard to meet operational need, incorporate forecast for future needs. Pavilion at Tent Site SCOPE Replace the existing 40'x20' canvas tent with a wooden post and laminated arched beam pavilion kit with electrical and lighting, including concrete paved pad. 174 Maintenance Yard does not meet need of current park operation. Parking and vehicle turning radiuss for maintenance staff and equipment is insufficient. Entrance apron is too short between street and gate, which creates a problem with delivery trucks entering blocking road. This project need to be assessed as part of the FY2021-23 golf operation review. NEED Replacement of tent with permanent structure is an opportunity to increase facility usage and lower maintenance costs. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 168 Budget Center Asset Name RDP Boundaries SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 $170,000 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Boundaries SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 ($82,500) Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM ��Wt��Wr SCHEDULE FY2022 FY2023 $348,000 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Project Name Fenceline Management SCOPE Inventory and prioritize fence repair and replacement needs and phase implementation over 3 years. 50% cost share by City of Madison Heights anticipated. Dimensions: east property line = 2,800'; south property line and southern two thirds of west property line = 2,300'; north property line and northern one third of west property line = 1,800'. Project ID NEED Sections of fence and gates are damaged or deteriorating. 177 Fenceline Management Reimbursement 1918 SCOPE NEED Reimbursement by Madison Heights See Project ID 177. per lease agreement. HVAC replacement 71 SCOPE Replacement of inefficient and undersized heating, ventilation and air conditioning (HVAC) system. Project is in coordination with City of Madison Heights Capital Improvement Plan. 50% cost share by City of Madison Heights is anticipated. NEED Structure was built in 1996 and expanded in 2001; HVAC system was installed in 1996. Project is part of the park system -wide management of building equipment. Replacement is scheduled when warranted by the age and condition of equipment and is intended to reduce unscheduled replacement and increase efficiencies. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 169 Budget Center Asset Name Project Name Red Oaks J -1.1 �=` A RDP Nature Center HVAC Replacement Reimbursement SCHEDULE SCOPE NEED Y FY2022 Reimbursement by Madison Heights See Project ID 71. FY2023 ($171,500) per lease agreement. FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM ature Center SCHEDULE a FY2022 FY2023 FY2024 n FY2025 -- �- FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Project ID 1730 Site and Landscape Improvements 1315 SCOPE NEED $40,000 Evaluate and improve landscape and Deck, pond and other areas amenities surrounding the Nature surrounding the Nature Center are Center; including wood decking, deteriorated and in need of update. concrete walk, garage asphalt The need to upgrade the exterior of approach and landscaping around the Nature Center was identified as building. 50% cost share by City of part of the Exhibit Remodeling project Madison Heights is anticipated. (#70). Site and Landscape Improvements Reimbursement SCOPE NEED ($17,500) Reimbursement by Madison Heights See Project ID 1315. per lease agreement. 1917 Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 170 Budget Center Asset Name -• •. RDP Nature Center Parking Lot SCHEDULE FY2022 FY2023 FY2024 $300,000 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Nature Center Parkin ' SCHEDULE FY2022 FY2023 FY2024 ($147,500) FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Project Name Project ID Improvements 179 SCOPE NEED Update design to improve parking lot Nature Center has significant capacity and entrance drive to improve issues due to lack of parking and pedestrian circulation for operations inability for buses to easily access, park and programming. Include additional and exit the site. Traffic flow conflicts parking, safer pedestrian routes, wider with pedestrian flow. When lot is full, drive widths and turning radii, storm visitors park on neighborhood streets water swales and improved lighting. and walk in, which presents potential Revisit 2015 design documents. 50% safety issues and loss of revenue. cost share by City of Madison Heights Design for project was done in 2015 is anticipated. and construction estimated received from construction manager, instructed by Commission not to proceed with final construction documents and bidding. Improvements Reimbursement 1731 SCOPE NEED Reimbursement by Madison Heights See Project ID 179. per lease agreement. Hales Street Monument Sign Replacement SCHEDULE SCOPE FY2022 Design and install replacement of �� ..w° FY2023 entrance sign that complies with sign g p g and brand standards. Consider FY2024 incorporation of LED sign to increase 00 visibility and awareness of events and FY2025 '°'°°"°'°°"°°° activities. Coordinate with Wayfinding FY2026 $50,000 Work Group. 50% cost share by City of Madison Heights anticipated. Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: New 176 NEED Update to entrance sign would be intended to comply with sign and brand standards and increase visibility of waterpark. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 171 Budget Center Asset Name RDP Signs SCHEDULE FY2022 IN QAKLAND (..... FMRS FY2023 LRED FY2024 NATURE CENTER SUAREZ FRIENDSHIP WOODS FY2025 es Roatl FY2026 ($22,500) Project Name Project ID Hales Street Monument Sign Replacement Reimbursement 1732 SCOPE NEED Reimbursement by Madison Heights See Project ID 176. per lease agreement. Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: New ernal Pond Deck SCHEDULE SCOPE NEED FY2022 Replace 300 square foot deck. 50% Vernal pond overlook deck is FY2023 cost share by City of Madison Heights deteriorating. anticipated. FY2024 $10,000 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM SCHEDULE FY2022 FY2023 FY2024 ($2,500) FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Replacement Reimbursement 191 SCOPE NEED Reimbursement by Madison Heights See Project ID 175. per lease agreement. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 172 Budget Center Asset Name • • RWC Waterpark Concession SCHEDULE FY2022 FY2023 $188,000 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Proposed New SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 $160,000 Project Type: Capital Projects Project Priority: 4 Asset Mgt Type: New Boundaries SCHEDULE FY2022 FY2023 FY2024 $40,000 FY2025 FY2026 Project Type: Capital Projects Project Priority: 1 Asset Mgt Type: RM Project Name Improvements SCOPE Remodel approximately 1,880-square foot concession kitchen and service area, within existing building footprint, including design engineering by a professional kitchen consultant. Pavilions (4) SCOPE Design and construct four (4) 20'x30' permanent picnic pavilions to replace tents. Phases I -IV: Construct one pavilion per year. Berm Security Fencing SCOPE Replace approximately 1,010 LF of fence; review fence location and update planting plan. Project ID 1813 NEED Waterpark concession building was constructed in 1987 with a remodel in 2015 and a walk-in freezer installed in 2018. Improvements are needed to provided an improved workflow and environment for staff, as well as improved customer service. 186 NEED Temporary tents are in use and rented to groups. Replacement with permanent structures would be intended to improve customer service and decrease maintenance needs (erecting and taking down tents, periodic replacement of tents). 182 NEED Sections of fence are deteriorated or damaged. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 173 Budget Center Asset Name Project Name Project ID RWP Boundaries SCHEDULE FY2022 FY2023 FY2024 $90,000 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM ign SCHEDULE FY2022 FY2023 • FY2024 FY2025 FY2026 $50,000 � ci-- Project Type: Capital Projects Project Priority: 5 Asset Mgt Type: New Site and Grounds V SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 $144,000 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Replacement SCOPE Inventory and prioritize fence repair and replacement needs and phase implementation over 3 years. Sign Replacement SCOPE Design and install replacement of entrance sign that complies with sign and brand standards. Consider incorporation of LED sign to increase visibility and awareness of events and activities. Coordinate project with Wayfinding Work Group. 75 NEED Fence is more than 30 years old. Several sections of fence are damaged or falling down. Replacement is needed for safety and security and to improve the appearance of the waterpark. 184 NEED Update to entrance sign would be intended to comply with sign and brand standards and increase visibility of waterpark. Waterpark Irrigation System Replacement 384 SCOPE NEED Design and replacement of the 1980s Replacement is required due to age, installed residential type irrigation condition and annual maintenance to system within and around the existing ensure the system maintains high waterpark. traffic lawn areas, in and around the waterpark. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 174 Budget Center Asset Name -• •. RWP Utilities and Infrastructure SCHEDULE FY2022 FY2023 FY2024 $7,500 FY2025 FY2026 Project Type: Maintenance Projects Project Priority: Asset Mgt Type: RM Waterpark Bathhouse SCHEDULE FY2022 FY2023 FY2024 $85,000 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM REMEM LaterLark Bathhouse SCHEDULE FY2022 $120,000 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Project Name Project ID Drinking Fountain Replacements 1814 SCOPE Replacement of (2) exisitng water coolers located at the bathhouse and concessions building with a new accessible water/jug filler cooler. Exterior Renovation SCOPE Design/engineering for the 1991 installed park group entrance renovation, including the removal/reconditioning of the entrance structure, replacement of masonry and glass block, concrete walkways and site restoration. Roof Replacement Metal SCOPE Remove and replace the 4,850-square foot standing seam metal roof with the same material and install gutters, including any necessary structure repacement or repairs. NEED Allow guests the option to bring and fill their water bottles, while reduceing recycling needs for disposable plastic water bottles. 1678 NEED Renovation is required due to age, condition of masonry and steel materials, group entrance function and staff use of the existing breezeway. 181 NEED Bathhouse is original to waterpark construction in 1988. Project is part of the park system -wide management of building roofs. Replacement is scheduled when warranted by the age and condition of roofing materials and structural elements and is intended to reduce need for repairs. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 175 Budget Center Asset Name Project Name • •. RWP Waterpark Bridge SCHEDULE SCOPE Structural Inspection Project ID J10=011911 NEED FY2022 Work with a qualified structural Bridge was constructred in YEAR. FY2023 engineer to conduct inspection of Inspection is part of the park system - concrete bridge leading to the wide management to monitor FY2024 children's area. structural integrity and identify FY2025 potential maintenance and safety issues. FY2026 $10,000 Project Type: Maintenance Projects Project Priority: 1 Asset Mgt Type: RM Waterpark Former Entrance SCHEDULE FY2022 FY2023 $20,000 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Waterpark Maintenance Building SCHEDULE FY2022 $100,000 FY2023 FY2024 9 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Improvements ' SCOPE Design and implement improvements that reduce size of existing structure, improving visibility and security. NEED Entrance is original to waterpark construction in 1988. it is no longer in use and needs adjustment to make area secure and more attractive. Main Wave Pool Boiler Replacement SCOPE NEED Replace existing 1986 installed, Replacement required due to age and 4,000,000 BTU Ray Pac wave pool annual maintenance. boiler, including the consideration to relocate the boiler to the open exterior location, adjacent to the river and slide boilers. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 176 Budget Center Asset Name • • RWP Waterpark Maintenance Building SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 $130,000 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Waterpark Maintenance Building SCHEDULE FY2022 FY2023 FY2024 $30,000 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM 401"& aterpark PaviliornW SCHEDULE FY2022 $200,000 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Project Name Roof and Storage Extension SCOPE Design and construct approximately 800 square feet of covered storage adjacent to the wave pool mechanical building. Roof Replacement SCOPE Replacement of approximatey 3,700 square feet of standing seam metal roof, including underlayment, facia, soffit and gutters. Roof Replacement Metal SCOPE Remove and replace the 2,010-square foot plastic roof with the same material, including any necessary substrate repacement or repairs. Repair or redesign gutter; evaluate need for further drainage improvement. Project ID 189 NEED Two areas adjacent to the Mechanical Building are uncovered, leaving equipment open to the elements. Boilers for the wave pool and river ride are located on the north side and equipment storage located on the west side. Construction of covered storage would reduce the need to replace parts due to exposure to weather. 1106 NEED Original 1980's installed standing seam roof is developing holes and beginning to leak. The roof has been repaired and repainted several times. 187 NEED Pavilion is is original to waterpark construction in 1988. Project is part of the park system -wide management of building roofs. Replacement is scheduled when warranted by the age and condition of roofing materials and structural elements and is intended to reduce need for repairs. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 177 Budget Center Asset Name • • RWP Waterpark River Ride SCH FY FY FY FY FY EDULE 2022 $65,000 2023 2024 2025 2026 Project Type: Capital Projects Project Priority: 2 Asset Mgt Type: DM Waterpark River Ride SCHEDULE FY2022 FY2023 FY2024 FY2025 $125,000 FY2026 Project Type: Maintenance Projects Project Priority: 3 Asset Mgt Type: RIM aterpark Wave Pool and Waterslide SCHEDULE FY2022 FY2023 FY2024 FY2025 $150,000 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: RIM Project Name ADA Entrance Railing SCOPE Install an ADA-compliant stainless steel railing system at the zero -depth river ride entrance with tube corral and improved circulation. Repair and Painting SCOPE Paint structure, including stripping and repair of bottom surface with epoxy paint. Wavepool Improvements SCOPE Remove existing concrete deck adjacent to pool wall and install edge drain, remove and replace existing 350 linear feet of pool edge coping stones/gutters, 175 linear feel of entry steps, 350 linear feet of safety cables/posts, (3) life guard stands and restore concrete decking. Project ID 79 NEED River ride was installed in 2003. Zero - depth entrance is a wide area and installation of a railing will make the area safer for entry by persons of all abilities. Project will also create a corral for patrons to pick-up and drop- off river ride tubes. 80 NEED River Ride and Children's Area were installed in 2003. Maintenance of the pool bottom is necessary to provide a safe and non -slip surface for guests. Project will reduce frequency of need to repaint. 1173 NEED All listed scope items, original to the 1991 constructed wavepool, have been repaired, patch or painted several times and now required full removal and replacement. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 178 Budget Center Asset Name Springfield • SAC Activity Center Project Name Project ID SCHEDULE SCOPE NEED FY2022 Upgrade Energy Management System. Existing system does not comply with FY2023 current standards. FY2024 FY2025 FY2026 $50,000 Project Type: Capital Projects Project Priority: 1 Asset Mgt Type: RM Activity Center Siding Painting SCHEDULE SCOPE FY2022 Paint T-111 siding. FY2023 FY2024 FY2025 FY2026 $120,000 Project Type: Maintenance Projects Project Priority: 3 Asset Mgt Type: DM SCHEDULE FY2022 FY2023 FY2024 $240,000 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM SCOPE Replace approximately 14,000 SF of wood siding that is original to building construction in 1972 with metal siding. NEED Painting is needed as part of ongoing repairs to the Activity Center siding. 194 NEED The Activity Center was constructed in 1972. The wood siding is original to construction. It is in poor condition and areas have been repaired and replaced. Replacement of the siding is recommended as the long-term solution. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 179 Budget Center Asset Name Springfield • SAC Barn Pavement and Storm Sewer SCHEDULE FY2022 FY2023 FY2024 FY2025 $100,000 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Barns SCHEDULE FY2022 FY2023 $60,000 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 $135,000 Project Type: Maintenance Projects Project Priority: 3 Asset Mgt Type: RM Project Name ]I �mi� Replacement SCOPE Replace asphalt pavement and storm sewer between the existing fairground barns. Project partnership with Oakland County Fair Board is anticipated. Coordinate with Springfield Oaks Stormwater Improvements (#1314). Siding Replacement SCOPE Phased removal and replacement of the existing wood siding on existing barns with metal siding. Painting SCOPE Paint exterior, including coordination with operational schedule, surface preparation following EPA Lead Base Paint preparation guidelines, exterior white latex painting, intumescent white paint as required by fire code near the intersection of the Stallion Barn and the main structure and all site clean-up and material disposal. Replace field identified decayed wood siding, trim and exterior building components. Project ID 84 NEED Pavement was installed over a number of years in the 1980s and 1990s. Both pavement and storm sewers are failing. 85 NEED Replacement of wood siding with metal is intended to eliminate need of continual painting and improve appearance of barns. 226 NEED The Ellis Barn was originally repainted in 2006 as part of the overall barn relocation project and was professionally repainted again in 2014. Since then, the barn was last touched up and painted approximately 2 years ago by staff as part of regular painting maintenance. Currently the paint is peeling in many locations, exposing the untreated wood members below the paint surface. With the proper surface preparation and as part of regular maintenance, staff anticipate another 6 to 8 years before we would require exterior painting of the barn. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 180 Budget Center Asset Name Springfield • SAC Goat Barn SCHEDULE FY2022 FY2023 $15,000 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM odular Restrooms (2) SCHEDULE FY2022 FY2023 FY2024 FY2025 $825,000 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 $1,250 Project Type: Maintenance Projects Project Priority: 1 Asset Mgt Type: RM Project Name Siding Replacement SCOPE Phased removal and replacement of the existing wood siding on existing barns with metal siding. Replacements SCOPE Develop design concepts, determine optimal locations for permanent restroom and shower building or buildings. Evaluate trends in facility usage and capacity of current septic system. Structural Inspection SCOPE Complete inspection and report by a qualified engineer every 5 years. Project ID 1607 NEED Replacement of wood siding with metal is intended to eliminate need of continual painting and improve appearance of barns. 197 NEED Two modular restroom and shower buildings were installed in 1980s. Framing and flooring are deteriorated. Replacement of temporary buildings could consider more strategic locations to better serve both campgrounds and Ellis Barn and could be a benefit as use and rental of these areas increases. Any increase in capacity would need to be supported 1193 NEED Bridge was replaced in 2011. Inspection is part of the park system- wide management to monitor structural integrity and identify potential maintenance and safety issues. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 181 Budget Center Asset Name Springfield • SAC Stormwater Management System SCHEDULE FY2022 FY2023 FY2024 FY2025 $560,000 FY2026 Project Type: Capital Projects Project Priority: 2 Asset Mgt Type: DM SCHEDULE FY2022 FY2023 FY2024 $5,000 FY2025 FY2026 Project Type: Maintenance Projects Project Priority: 1 Asset Mgt Type: RM SCHEDULE FY2022 FY2023 $104,000 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Project Name Improvements Phase I SCOPE Implement components of the Springfield Oaks Activity Center DRAFT Stormwater Management Plan that comply with federal, state and local standards and regulations. Project ID 1314 NEED The Springfield Oaks DRAFT Stormwater Management Plan proposed design solutions to improve management of stormwater and meet Oakland County Water Resources Commissioner standards as well as local standards and pertinent federal, state and local stormwater regulations. The Management Plan also provides recommendations for funding sources to increase capacity to implement projects. Initial project emphasis will be on hydraulically connected rain gardens to manage runoff adjacent to Andersonville Road. Inspection SCOPE NEED Commence structural inspections in FY2024. Replacement SCOPE Replace approximately $1,925 LF of 6' chain -link fence along Andersonville Road, including staking and vegetation clearing. 92 Improvements to water tower were identified in the engineering reports conducted in 2007 and 2013. Improvements in FY2018 included permitting, lead base paint abatement, over -coating, installation of safety equipment, and a water chlorination system. Inspection is part of the park system -wide management to monitor structural integrity and identify potential maintenance and safety issues. 98 NEED Fence is old and deteriorating. Replacement will reduce need for repairs and improve appearance of park property. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 182 Budget Center Asset Name Springfield • SPG Golf Cart Barn Project Name Project ID Building Expansion 201 SCHEDULE SCOPE NEED FY2022 Expand the existing 40' wide pole barn Existing cart barn tightly fit all existing FY2023 structure approximately 20 feet to the carts, with the exception of the food west, including building access and site service cart, into the barn for nightly FY2024 improvements. storage and leaves no room for FY2025 manuvering, cleaning and disinfecting. FY2026 $80,000 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Golf Course Drainage System SCHEDULE FY2022 FY2023 $75,000 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM olf Course Irrigation System SCHEDULE FY2022 FY2023 $280,000 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Replacement SCOPE Replace drainage system. Phase project and construct with in-house resources. Replacement SCOPE Replace golf course irrigation system Phase II: Replace back nine irrigation mains and system controls. 202 NEED Underground drainage system needs to be replaced. Pooling is seen in areas and sinkholes have occurred in two areas. 99 NEED Irrigation was installed with golf course development in 1976. Front nine irrigation mains and system controls were replaced in 2016. Replacement is based on lifecycle of the system and is intended to reduce need for system repairs. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 183 Budget Center Asset Name Springfield • SPG Maintenance Building North Project Name Project ID HVAC Replacement 100 SCHEDULE SCOPE FY2022 $15,000 The 75,000 BTU Furnace installed in 1992 is used for heating the offices FY2023 and restroom located in the golf FY2024 course maintenance building with an FY2025 HVAC system. FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Clubhouse "4° F ` _ SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 $605,000 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 $550,000 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM NEED Project is part of the park system -wide management of building equipment. Replacement is scheduled when warranted by the age and condition of equipment and is intended to reduce unscheduled replacement and increase efficiencies. Area and Parking Lot Site Improvements SCOPE Design site improvements that enlarge circular drive, improve existing parking spaces, include accessible and van - accessible spaces and acces aisles; relocate dumpster and provide concrete pad and screeing. Include stormwater management and increased capacity as indicated. Consider combining with rear employee parking area. Phase I: Design; Phase II: Construction. Renovation SCOPE This is the first phase of an overall update to the clubhouse; concepts are being developed and individual projects will be identified and confirmed with the Commission. Phase I (FY2018): Architectural design and replacement of selected windows and areas of siding: Phases II -III: to be determined by planning in previous phase. 200 NEED Existing 122-space parking lot is inadequate and does not provide for accessible parking. As improvements to the Clubhouse are planned and potentially increase capacity, associated increase in parking capacity will be required by ordinance. Location and setting for dumpster needs to be evaluated. Topography surrounding Clubhouse is steep and may need accomodation for accessibility to move from parking lot to Clubhouse. 96 NEED Building was constructed in 1973, with improvements in 1990 and new roof in 2015. Updates will help improve marketability of the facility. Potential improvements include replacement of windows and siding, installation of a deck, interior renovation; installation of direct vent fireplace, updates to kitchen, bar, and pro shop. Accessibility (ADA) improvements will be incorporated and increased need for parking and external circulation will need to be considered. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 184 Budget Center Asset Name ADM Administration Building *+ SCHEDULE o FY2022 iw5 -e FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Administration Building SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Maintenance Projects Project Priority: 5 Asset Mgt Type: DM dministration Building SCHEDULE ♦ FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM $462,000 $46,138 $15, 000 Project Name Boiler Replacement SCOPE Replace the 401,000 BTU boiler and related equipment installed in 1988 used for building heat at the Administration Building. Carpet Replacement SCOPE Replace carpeting throughout the building with carpet tile. Deck Replacement SCOPE Removal and replacement of the 1991 installed exterior wood deck, located off the existing employee break room. Project ID 105 NEED Project is part of the park system -wide management of building equipment. Replacement is scheduled when warranted by the age and condition of equipment and is intended to reduce unscheduled replacement and increase efficiencies. 1499 NEED Carpeting is showing significant signs of wear. 1555 NEED Replacement is required due to the age and annual maintenance to keep the deck safe for employee use. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 185 Budget Center Asset Name ADM Facilities Maintenance Building SCHEDULE FY2022 $100,000 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Facilities Maintenance Building SCHEDULE FY2022 FY2023 FY2024 FY2025 $33,000 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Project Name Project ID HVAC Replacement 108 SCOPE Replace the air handler, 10 ton condenser unit and related equipment installed in 1990 used for the office space heating, cooling and ventilation located in the facilities maintenance building. NEED Project is part of the park system -wide management of building equipment. Replacement is scheduled when warranted by the age and condition of equipment and is intended to reduce unscheduled replacement and increase efficiencies. Roof Replacement North Shingle 1004 SCOPE NEED Replace 4,160-square foot roof with At the north end of the Facilities asphalt shingles. Maintenance Building, the roof over garage is in poor condition, is leaking, and needs to be replaced soon. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 186 Budget Center Asset Name WCM Proposed New Project Name Project ID EOB to Market Pathway 969 SCHEDULE SCOPE NEED FY2022 Design and construct an accessible Recreational need, environmental FY2023 trail that links the Oakland that feasibility, project specifications, and Oakland County Executive Office maintenance requirements to be FY2024 Building with the Farmers Market and determined per OCPR Trail Standards. FY2025 complies with OCPR Trail Standards, Project has been suggested as an federal accessibility guidelines, state opportunity to create an internal FY2026 $75,000 wetland regulations and US Fish and pathway that links the Oakland County Wildlife restrictions. Communicate Executive Office Building with the with Road Commission for Oakland Farmers Market. Project Type: Capital Projects Project Priority: 5 Asset Mgt Type: New WCM Market Building SCHEDULE FY2022 FY2023 FY2024 $1,754,000 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM County (RCOC) regarding potentially locating segments within RCOC property, avoiding utilities in road ROW. Coordinate planning and implementation with Trails Work Group. Trail specifications and dimensions to be developed. Cost share with Oakland County General Fund is anticipated. arket Building and Pavilion Improvements 204 SCOPE NEED Site has many complex needs on a small site - implementation of any one element needs to fit into a larger overall plan. Evaluate entire site and its structures, identifying program elements and creating an overall site design. Elements may include building improvements, updated vendor spaces with utility updates, updates to restrooms, addition of covered vendor areas at ends of market building, adding curtain system to market canopy, and addition of storage and event structures. Implement accessibility updates. Conduct public engagement to confirm public need and guide design. Market building and vendor pavilion were constructed in 1953. Need for accessibility updates to all areas of market were identified in Transition Plan. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 187 Budget Center Asset Name WCM Market Pavilion SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 $5,000 Project Type: Maintenance Projects Project Priority: 1 Asset Mgt Type: RM INORWite and Grounds SCHEDULE FY2022 FY2023 FY2024 FY2025 $640,000 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM SCHEDULE FY2022 FY2023 FY2024 $40,000 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Project Name Structural Inspection SCOPE Complete inspection and report by a qualified engineer every five years. Market Site Improvements SCOPE Redesign, improve and expand parking lot. Boiler Replacement SCOPE Replace the 780,000 BTU boiler and related equipment installed in 1989 used for building heat located in the Activities Center. Project ID 493 NEED Market pavilion was last inspected in 2018. Inspection is part of the park system -wide management to monitor structural integrity and identify potential maintenance and safety issues. 205 NEED Parking lot surface needs repair. Lot layout needs redesign to provide better access to overflow parking, improve traffic flow and pedestrian safety and manage stormwater on the site. Need for accessibility improvements was identified in Transition Plan. 106 NEED Project is part of the park system -wide management of building equipment. Replacement is scheduled when warranted by the age and condition of equipment and is intended to reduce unscheduled replacement and increase efficiencies. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 188 Budget Center Asset Name WTR Activity Center SCHEDULE FY2022 $16,000 FY2023 FY2024 FY2025 FY2026 Project Type: Maintenance Projects Project Priority: 4 Asset Mgt Type: DM Fridge Toboggan Tower Project Name Flooring Replacement SCOPE Remove and replace aproximately 5715 sq/ft of existing tile. Remove and replace approximately 480 sq/ft of wallbase. See quote. Stair Tower Removal SCHEDULE SCOPE FY2022 $65,000 Remove stair tower and restore site FY2023 FY2024 FY2025 FY2026 Project Type: Maintenance Projects Project Priority: 1 Asset Mgt Type: DM ouse 1580Sctt Lake (Ernst) SCHEDULE FY2022 FY2023 $15,000 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Roof Replacement Shingle SCOPE Remove and replace the 1830-square foot asphalt shingle roof with the standard 30-year architectural asphalt shingle, including any necessary roof sheathing repacement or repairs. Project ID 1517 NEED Replace the floor at the WTR activity center. It is around 20-25 years old and is getting beyond repair, last year the Activity Center had 199 events according to RecTrac. 1534 NEED Stair tower needs to be removed per engineer evaluation in 2019. 206 NEED Project is part of the park system -wide management of building roofs. Replacement is scheduled when warranted by the age and condition of roofing materials and structural elements and is intended to reduce need for repairs. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 189 Budget Center Asset Name WTR House 1580 Scott Lake (Ernst) SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Maintenance Projects Project Priority: 3 Asset Mgt Type: DM $40,000 ouse and Shed 2896 Watkins Lake Road SCHEDULE FY2022 FY2023 $13,000 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM -dbw SCHEDULE AMP FY2022 FY2023 FY2024 FY2025 FY2026 $2,500 Project Type: Maintenance Projects Project Priority: 1 Asset Mgt Type: RM Project Name Window Replacements SCOPE Evaluate windows for replacement. Consult with historical archictectural specialist through Oakland County Economic Development to ensure appropriate replacement. Roof Replacement Shingle SCOPE Remove and replace the 1687-square foot asphalt shingle roof with the standard 30-year architectural asphalt shingle, including any necessary roof sheathing repacement or repairs. Deck Structural Inspection SCOPE Complete inspection and report by a qualified engineer every 5 years. Project ID 235 NEED Per lease agreement, OCPR is responsible for maintain roof, windows, siding and plumbing in the residence. Need for window replacements are anticipated. 367 NEED Roof is in poor condition. Project is part of the park system -wide management of building roofs. Replacement is scheduled when warranted by the age and condition of roofing materials and structural elements and is intended to reduce need for repairs. 1194 NEED Building with deck was constructed in 1996. Inspection is part of the park system -wide management to monitor structural integrity and identify potential maintenance and safety issues. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 190 Budget Center Asset Name WTR Paradise Peninsula Landing Building SCHEDULE FY2022 $10,000 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM aradise Peninsula Playground SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 $75,000 Project Type: Capital Projects Project Priority: 5 Asset Mgt Type: New rk Storaae Shed North Project Name Boiler Replacement SCOPE Replace the 100,000 BTU boiler and related equipment installed in 1994 used for building heat. Shade Structures SCOPE Purchase and installation of the previously designed shade structures over the play feature/elements, including the consideration for water misting elements to the playground. Roof Replacement SCHEDULE SCOPE FY2022 Replacement of the existing 1990s installed, 300 square foot asphalt FY2023 shingle storage roof shed. FY2024 $2,000 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Project ID 110 NEED Project is part of the park system -wide management of building equipment. Replacement is scheduled when warranted by the age and condition of equipment and is intended to reduce unscheduled replacement and increase efficiencies. 500 NEED As originally intended, this playground was designed and engineered to be fully universally accessible for persons with all disabilities, including skin sensitivities. At the time of construction in 2006, the project budget did not support the purchase and installation of the shade structure. Installation of the shade structure would complete the intent of the playground. 1151 NEED Replacement required due to age and condition. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 191 Budget Center Asset Name WTR Park Storage Shelter West SCHEDULE FY2022 FY2023 $10,500 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Platform Tennis Courts (2) SCHEDULE FY2022 $5,000 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM SCHEDULE FY2022 FY2023 FY2024 $150,000 FY2025 FY2026 Project Type: Maintenance Projects Project Priority: 5 Asset Mgt Type: DM Project Name Roof Replacement Shingle SCOPE Replacement of the existing.1990's installed, 1,300 sf asphalt shingle storage roof shed. Tube Heater Replacements SCOPE Replace the four (4) 75-300,000 BTU LP Tube heaters and related equipment installed in 1994 used for drying the decks of the platform tennis courts. Improvements SCOPE Evaluate trail surfaces and routes and make improvements, including accessibility updates, as needed; inventory trail wayfinding signage and update as needed. Trail enhancements shall comply with OCPR Trail Standards as well as federal accessibility guidelines, state wetland regulations and US Fish and Wildlife restrictions. Coordinate planning and implementation with Trails Work Group. Project ID 1149 NEED Replacement required due to age and condition. 112 NEED Project is part of the park system -wide management of building equipment. Replacement is scheduled when warranted by the age and condition of equipment and is intended to reduce unscheduled replacement and increase efficiencies. 265 NEED Need for accessibility improvements to existing routes has been identified in the ADA Transition Plan. Need for signage indicating trail conditions has been identified in the park plans. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 192 Budget Center Asset Name Project Name Project ID WWP Waterpark Bridge Structural Inspection SCHEDULE SCOPE FY2022 $2,500 Complete inspection and report by a ' qualified engineer every year. FY2023 $2,500 FY2024 $2,500 FY2025 $2,500 FY2026 Project Type: Maintenance Projects Project Priority: 1 Asset Mgt Type: RM Waterpark Children's Play Structure SCHEDULE FY2022 FY2023 $3,500 FY2024 FY2025 FY2026 Project Type: Maintenance Projects Project Priority: 1 Asset Mgt Type RM ,W Structural Inspection SCOPE Complete inspection and report by a qualified engineer every 5 years. NEED Bridge was constructed in 1998; last inspected in 2019. 2019 inspection indicated need for annual inspection. Inspection is part of the park system- wide management to monitor structural integrity and identify potential maintenance and safety issues. NEED Feature was constructed in 1998; last inspected in 2018. Inspection is part of the park system -wide management to monitor structural integrity and identify potential maintenance and safety issues. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 193 Budget Center Asset Name White Lake • WLC Clubhouse SCHEDULE FY2022 FY2023 FY2024 $36,000 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: RM Pavement and Drainage SCHEDULE FY2022 FY2023 FY2024 FY2025 $250,000 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM mployee Parking Lot SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 $110,000 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Project Name Roof Replacement PVC SCOPE Replacement of the existing 6,500- square foot PVC membrane flat roof area of the clubhouse. Project ID 1155 NEED Clubhouse was constructed in 2005. PVC membrane flat roof needs replacement due to age and wear. North Parking Lot Replacement and Expansion SCOPE Design/engineering and construction for the expansion of the existing 156 space, norther parking lot with approximately 64 additional parking spaces, including any and all necessary storm water drainage improvements. 1170 NEED Pursuant township site plan standards, the building occupancy is limited to the number of available parking spaces. Additionally, the existing 20+ year old asphalt parking lot require continued annual maintenance and repair. Completion of the expansion and paving of the existing parking may increase revenue and lower annual maintenance expenses. Maintenance Parking Improvements SCOPE 1-1/2" Asphalt mill and capping of the existing 21,500 square foot maintenance drive and parking area from Pontiac Lake Road to the maintenance facility. 1675 NEED Due to continual maintenance and repair of the 20+ year old maintenance drive and parking, mill and capping will reduce annual maintenance costs. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 194 Budget Center Asset Name White Lake • WLG Fenceline Project Name Project ID Replacement 120 SCHEDULE SCOPE NEED FY2022 Replace approximately 2,000' of 6' Fenceline was installed in 1977 and FY2023 $52,000 chain -link boundary fence along 1995. Fence has deteriorated. Williams Lake Road. Include vegetation Maintenance of the fenceline is FY2024 and tree removal and vehicle gate intended to decrease maintenance FY2025 replacement. needs and improve attractiveness of the golf course. FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Golf Cart Barn '1 SCHEDULE FY2022 FY2023 $20,000 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM olf Course Irrigation System SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Siding Repairs SCOPE Remove and replace portions of the existing 1980's T-111 siding with plywood and enclose building exterior in metal siding. Replacements Phase II SCOPE $220,000 Installation of eleven new 40-station rainbird satellites, including all necessary wiring and programming. Project will install wiring for future replacement of green and tee sprinklers. 1663 NEED Existing T-111 wood siding continually requires maintenance, repair and painting. Enclosing the building exterior reduces annal maintenance labor and material expenses. 1179 NEED Project is part of the ongoing upgrade to the 2006-installed irrigation system. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 195 Budget Center Asset Name White Lake • WLG Hole #13 Fairway Culvert SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 1 Asset Mgt Type: DM Hole #18 Fairway Culvert Project Name Project ID JlF110M Weplacement 472 SCOPE NEED Remove and dispose of existing 18" Golf course drainage system has failing $40,000 culvert and replace with four new 24" culverts and accumulated sediment. HDPE pipe x 1001. See "C" on drainage map. SCHEDULE FY2022 FY2023 $85,000 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 1 Asset Mgt Type: DM Ada SCHEDULE FY2022 FY2023 $30,000 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 1 Asset Mgt Type: DM SCOPE Remove and dispose of existing 18" culvert and replace with four new 24" HDPE pipe x 2001. Identified by Zach as project D. Dredge and Drain Cleanout SCOPE Excavate approximately 350 CY of spoils and transport from site. Clean out existing turf drains and restore spoils stockpile area and access route. DEQ/SESC permit is required. 470 NEED Golf course drainage system has failing culverts and accumulated sediment. See "D" on drainage map NEED Golf course drainage system has failing culverts and accumulated sediment. See "A" on drainage map. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 196 Budget Center Asset Name White Lake Oak.,.-j WLG Hole #18 Pond Culvert SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 1 Asset Mgt Type: DM Hole #9 Culvert SCHEDULE FY2022 FY2023 FY2024 r s FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Maintenance Building SCHEDULE FY2022 FY2023 FY2024 FY2025 FY2026 Project Type: Capital Projects Project Priority: 3 Asset Mgt Type: DM Project Name Replacement SCOPE Replace an approximately 150' section $75,000 of culvert/ restore proper grade for drainage; include associated earthwork and restoration. Replacement Project ID 269 NEED Golf course drainage system has failing culverts and accumulated sediment. Culvert is not aligned properly, most likely due to freeze -thaw heaving. Currently still draining to wetland but will need to be reset. See "F" located north of "A" on drainage map. 471 SCOPE NEED Remove and dispose of existing 12" Golf course drainage system has failing $50,000 culvert and replace with four new 24" culverts and accumulated sediment. HDPE pipe x 110'L. See "E" on drainage map. HVAC Replacement 121 SCOPE NEED Replace HVAC unit. Project is part of the park system -wide $9,500 management of building equipment. Replacement is scheduled when warranted by the age and condition of equipment and is intended to reduce unscheduled replacement and increase efficiencies. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 197 Budget Center Asset Name White Lake • WLG Maintenance Culvert Project Name Replacement SCHEDULE SCOPE FY2022 FY2023 $11,000 FY2024 FY2025 FY2026 Project ID JMFV�1530 NEED Remove and dispose of existing 12" Golf course drainage system has failing culvert and replace with four new 24" culverts and accumulated sediment. HDPE pipe x 1101. See "B" on drainage map. Project Type: Capital Projects Project Priority: 1 Asset Mgt Type: DM WLG-'WSite and Grounds A�� SCHEDULE SCOPE First Tee Renovation NEED FY2022 Design/engineering and completion of FY2023 earthwork, paving and restoration to downsize the existing 4500 square foot FY2024 #1 tee box. FY2025 FY2026 $125,000 Project Type: Capital Projects Project Priority: 5 Asset Mgt Type: DM Reducing the size of the tee box will create space for improved golf cart staging and relieve congestion around the clubhouse and proshop. Project Priority Legend: 1 = Health and Safety; 2 = Regulatory; 3 = Efficiency and Operational Savings; 4 = Revenue Generation; 5 = Facility Enhancement Asset Mgt Type Legend: RM = Regular Asset Management; DM = Deferred Asset Management; New = New Asset FY2022-FY2026 Project Scopes 198 SEPTEMBER 1, 2021 To: Chairman McGillivray and Commission Members AGENDA ITEM NO. 13 C PARK OPERATIONS From: Susan M. Wells, Interim Executive Officer Thomas J. Hughes, Chief of Park Operations and Maintenance — South District Subject: Motion - Approval of Fiscal Year 2022 Proposed Capital Equipment Budget INTRODUCTION AND HISTORY The Oakland County Parks Operations staff is providing the proposed FY2022 Capital Equipment list. Capital Equipment consists of maintenance equipment, kitchen equipment and recreation equipment over $5,000. The proposed Capital Equipment is for existing parks and does not include equipment that would be necessary for potential future park developments or acquisitions. One addition to the Capital Equipment since the last approval is the Video Broadcast Equipment for the Parks Commission Room for Parks Administration (ADM). The Video Broadcast Equipment would allow for the broadcast of Commission Meetings and also give staff the ability to conduct virtual meetings in the commission room. Neither of these options are currently available. The updated Proposed Capital Equipment budget for FY2022 is $642,500 ATTACHMENTS - FY2022 Proposed Capital Equipment List - Information and quote for the added Video Broadcast Equipment for Administration STAFF RECOMMENDATION Staff recommends approving the proposed FY2022 Capital Equipment Budget in the amount of $642,500 MOTION Move to approve the proposed FY2022 Capital Equipment Budget in the amount of $642,500 199 Agenda Item No. 13 C BUDGET CENTER Addison Oaks Park Addison Oaks Park Administration Facilities Maintenance Facilities Maintenance - NR Glen Oaks Golf Course Groveland Oaks Park Groveland Oaks Concessions Lyon Oaks Golf Course Orion Oaks Recreation Section Red Oaks Golf Course Red Oaks Waterpark Springfield Oaks Golf Course Springfield Oaks Golf Course Waterford Oaks Park White Lake Oaks Golf Course EXISTING EQUIPMENT ADD Zero Turn Mower ADD Utility Vehicle (2) ADM FM Loader PROPOSED EQUIPMENT Zero Turn Mower $ Utility Vehicle (2) $ Video Broadcast Equipment $ Loader $ FM Dump Trailer Dump Trailer GLG Toro Sidewinder Surrounds Mower GRV Utility Vehicle (2) Utility Vehicle (2) GRC Taylor Ice Cream Machine Ice Cream Machine LYG Rough Mower Rough Mower ORN Truckster / Club Car Cart Utility Vehicle - Light Duty REC Stage Stage RDG Fairway Mower Fairway Mower RWP John Deere Gator Utility Vehicle - Light Duty SPG Greens Mower Greens Mower SPG EZGO WTR Zero Turn Mower WLG Greensmower Beverage Cart Zero Turn Mower Roller TOTAL $ ESTIMATED COST 19,000 18,000 35,000 125,000 8,000 35,000 18,000 17,000 68,000 13,000 130,000 62,000 12,500 33,000 15,000 15,000 19,000 642,500 200 Agenda Item No. 13 C Parks and Racs Broadcast Equipment Oakland County C O U N T Y Presented By: new THIRD COAST TECH M I C H I G A N Third Coast Tech, LLC. 4514 Pontiac Lake Rd. Waterford, Michigan 48328 800-828-9517 www.thirdcoasttech.com Modified: 8/10/2021 Revision: 0 201 11111111011r: �A=Unassigned 1 TCT 3-Year Warranty 1 TCT Shipping Price Includes Accessories Presented By: Third Coast Tech, LLC. Project Name: Parks and Racs Broadcast Equipment $1,318.24 $144.00 Unassigned Equipment Total: $0.00 Labor Total: $1,462.24 Total: $1,462.24 8/10/2021 Project No.: TCT-0749 Page 2 of 6 202 Boardroom TCT will install video broadcast system in Park and Rec's Boardroom. System will include two cameras, table top gooseneck microphones, digital sound processor, and streaming encoder. Additionally, there will be conferencing sound bar with integrated camera and mic array for web conferencing. Features: * web conferencing sound bar with integrated camera and microphone array * 10 tabletop wireless gooseneck microphones * Digital sound processor * Two PTZ Cameras * Control processor * all in one streaming encoder with picture in picture / split screen capability. 5 Audio Technica $6,853.00 The System 10 PRO Rack -Mount Digital Wireless System from Audio-Technica includes an receiver chassis with rack -mount adapters, two receiver units with corresponding receiver unit mounting brackets, a joining plate, one cable, one AC adapter, and two Wireless transmitter basis 10 Audio Technica $2,145.00 Ideal for conference centers, boardrooms, courtrooms, houses of worship, and other installed applications, the U857Q is designed to plug directly into a panel- or desk - mounted XLRF-type connector. This cardioid condenser quick -mount gooseneck microphone offers unsurpassed immunity from radio frequency interference thanks to Audio-Technicas UniGuard innovations. The 14.47 long microphone features an ultra - flexible small -diameter gooseneck and accepts interchangeable elements, available in cardioid, hypercardioid, omnidirectional and UniLine line cardioid polar patterns. Equipped with self-contained electronics, the phantom -powered microphone also offers an 80 Hz low-cut UniSteep filter that reduces pickup of low -frequency ambient noise. Biamp $2,518.80 The TesiraFORTE is a digital audio server with 12 analog inputs and 8 analog outputs, and includes Acoustic Echo Cancellation (AEC) technology on all 12 inputs. It includes up to 8 channels of configurable USB audio, a 2-channel VoIP interface, a standard FXO telephone interface, and Dante digital audio networking. Blackmagic Design $97.50 Blackmagic Design Micro Converter - BiDirectional SDI/HDMI with Power Supply Price Includes Accessories Presented By: Third Coast Tech, LLC. Project Name: Parks and Racs Broadcast Equipment Project No.: TCT-0749 8/10/2021 Page 3 of 6 203 Crestron $700.00 The Crestron RMC3 is a compact and cost-effective 3-Series Control System designed to provide control and monitoring for a single display device, a small AV system, lighting and shading, climate control, security, energy management, and many other specialized applications. Its tiny form factor allows it to be placed just about anywhere with the option to attach it to a flat surface or DIN rail using the mounting bracket provided. It can fit easily behind a video display or above a projector, and provides enough control ports to control the display device along with a screen or lift. Cresnet and Ethernet connectivity provides full support for the full line of Crestron touch screens, keypads, dimmers, shades, thermostats, and other peripherals. Featuring the 3-Series control engine, the RMC3 provides a robust, feature -packed controller that's ideal for mass deployment across college campuses, corporate office buildings, museums, MDUs, hotels, and convention centers. Crestron Electronics $840.00 All in one incredible front -of -room device, the Crestron UC Video Conference Smart Sound Bar & Camera (UC-SB1-CAM) facilitates effortless conferencing without any other microphones, speakers, or camera to install. Mounted on the wall or placed on a credenza beneath the main room display(s), the smart sound bar looks great and sounds even better in any small to medium-sized meeting space. High-powered stereo speakers, adaptive beamforming microphone, and advanced digital signal processing deliver exceptional full -duplex speakerphone performance with highly intelligible, echo -free voice clarity. A perfect view of the room is achieved through the built- in, high -end conferencing camera featuring HD 1080p video resolution, ultra -wide 150 diagonal field of view, and Genius Framing digital autozoom. Its compact, all -in -one design reduces clutter on the conference table, and even accommodates rooms with no table at all. 1 EPIPHAN $5,967.00 Recorder / Streamer 1 EPIPHAN $3,438.00 Record, stream and switch up to three full HD video inputs from HDMITM, SDI, and USB sources. Epiphan Pearl Min iTM takes your video production to the next level. 2 HuddleCamHD $187.20 Universal wall mount small 2 PTZOptics $3,325.92 1080p Video conferencing camera with SDI support, 12X optical zoom, gray Price Includes Accessories Presented By: Third Coast Tech, LLC. 8/10/2021 Project Name: Parks and Racs Broadcast Equipment Project No.: TCT-0749 Page 4 of 6 204 1 TCT Designed for professional SMPTE video applications, this 3G SDI 4x1 Switch allows you to determine which of two connected SDI video sources will be displayed on the SDI monitor. This switch supports bit rates up to 2.970 Gbps and supports SD -SDI, HD -SDI, and 3G-SDI video signals. 1 TCT Quoted at $49/Hour as per service contract 1 TCT Cabling & Hardware 1 TCT Quoted at $95/Hour as per G2G Contract 1 TCT USB 2.0 Extender ove CAT6 PN: X001Z70WNN Boardroom Equipment Total Labor Total Total Project Equipment Subtotal: Project Labor Subtotal: Project Subtotal: $172.50 $3,920.00 $540.00 $1,800.00 $120.00 $26,904.92 $5,720.00 $32,624.92 $26,904.92 $7,182.24 $34,087.16 Price Includes Accessories Presented By: Third Coast Tech, LLC. 8/10/2021 Project Name: Parks and Racs Broadcast Equipment Project No.: TCT-0749 Page 5 of 6 205 Project Summary Equipment: Labor: Grand Total: Client: Phil Castonia Contractor: Third Coast Tech, LLC. Price Includes Accessories Presented By: Third Coast Tech, LLC. Project Name: Parks and Racs Broadcast Equipment Project No.: TCT-0749 Date Date $26,904.92 $7,182.24 $34,087.16 8/10/2021 Page 6 of 6 206 SEPTEMBER 1, 2021 AGENDA ITEM NO. 14 FACILITIES MAINTENANCE & DEVELOPMENT To: Chairman McGillivray and Commission Members From: Sue Wells, Interim Executive Officer Michael J. Donnellon, Jr., Chief of Park Facilities Maintenance & Development Zach Crane, Project Manager Subject: Springfield Oaks - Davisburg Mill Pond Dam — Removal & Restoration — Conceptual Approval PROJECT CATEGORIES Agenda Type: Approval Type Project Type: EXECUTIVE SUMMARY Consent Agenda ✓ Conceptual Approval ✓ Capital Improvement ✓ Regular Agenda Construction Approval Maintenance General Approval Enhancement Staff is presenting 100% Design plans and engineer's opinion of cost and approval to proceed with final construction drawings, specifications, permitting and bidding for the mill pond dam removal and restoration project, pending the Charter Township of Springfield board approval on September 9th 2021. INTRODUCTION AND HISTORY Oakland County Parks and Recreation Commission (OCPRC) owns and jointly manages the Davisburg/Mill Pond Dam with the Charter Township of Springfield (CTS). The agreement, executed in July 2015, calls for cost -sharing between the two parties for repair and maintenance of the dam. OCPRC is responsible for fifty-five percent (55%) of the financial obligation, and CTS is responsible for forty-five percent (45%). Rotary Park, located on the outfall side of the dam is owned, operated and maintained by OCPRC while the Mill Pond Park located upstream from the dam is owned, operated and maintained by CTS. Information from previous studies and inspections indicate a need for a significant investment into the dam, based on deficiencies and associated safety/liability issues. In October 2018 the Commission awarded a contract to AECOM to complete the Davisburg Mill Pond Dam Feasibility Study for the purpose to develop a recommendation for the future of the Davisburg Mill Pond Dam — replacement or removal, which concluded on July 10, 2019 with CTS and the Commission's conceptual approval to remove the dam and restore the area. Copies of the Feasibility Study can be found at htti)://www.sr)rinafield-twr).us/our communitv/mill pond dam/index.r)hq In November 2019 the commission awarded a change order to the AECOM contract to complete the preliminary design, engineering, grant writing, public outreach and conceptual park design for the removal and restoration of the mill pond dam. A design committee was formed with OCPR and CTS staff to continue this phase II design work with AECOM. An online public outreach presentation was conducted on January 191h 2021, which allowed public comment on the 50% Conceptual plans. Public comment was collected through online survey. This Public 207 engagement report was provided to the commission at the April 7th 2021 commission meeting. A public outreach meeting is scheduled for August 31st 2021 for presentation on the 100% plan set. Staff will report back on outcomes of this presentation at a future commission meeting. Below is the list of awarded grant funding to date; MDNR Fisheries Habitat (2020 Design/Engineering) $121,300 MDNR Fisheries Habitat (2021 Construction) $350,000 SEMI Resilience Fund $207,472 National Fish Passage Partnership $197,363 Saginaw Bay Water Initiative Network $25,000 Current Total Grant Funding $901,135 General Scope of Work: (See Attachment A; 2.1 Construction Sequence; for detailed breakdown) o Dewatering of the Davisburg impoundment o Excavation and relocation or disposal of soils and materials within the limits of excavation o Removal of the existing spillway o Removal and disposal of fill/sediment materials o Construction of open bottom culvert under road o Reconstruction of Davisburg Road o construction of instream habitat in the restored river, restoration of the riverbank and floodplain areas. 2. Review and approval history Date Description Oct 2018 Phase I - Dam Feasibility Study Approval - AECOM Sept 2019 Design/engineering budget approved within the FY2020 Capital Improvement Program Nov 2019 Phase II — Preliminary Design/Engineering Approval - AECOM Contract Change Order July 2020 Proposed Land Transfer Plan Discussion Sept 2020 Construction/Grant budget approved within the FY2021 Capital Improvement Program Oct 2020 Conceptual Approval — 50% preliminary pans and engineer opinion of cost April 2021 Phase II - AECOM Contract Change Order — Davisburg Road Engineering Design 1. Funding a. FY2019 Operational Investment (COMPLETED) i. AECOM Phase I — Dam Feasibility Study $ 65,000 b. FY2020 CIP Investment i. AECOM Phase II — Preliminary Design/Engineering $168,530 ii. AECOM RCOC Road Work Change Order $59,710 iii. AECOM Phase III — Final CD's/Bidding/Contract Admin $84,725 (1) Total AECOM Contract Amount $377,965 a. CTS Reimbursement only ($56,010) b. Less awarded grant funding ($121.300) c. Total Design Split Amount $200,655 (2) According to the existing Interlocal Agreement OCPRC is responsible for $110,360.25 (55%) and CTS is responsible for $90,294.75 (45%). c. FY2021 CIP BUDGETED amount: $1,650,000 i. Natural Area Restoration Grant (TBD) ($ 825,000) a. Sub -total of budget $ 825,000 d. CURRENT conceptual construction amount: i. 100% Engineering Opinion of Costs $2,055,566 (1) Please note this cost estimate carries a 15% contingency. 208 (2) Please note this cost estimate includes $367,500 that OCPRC is not responsible for under the existing Interlocal Agreement for road reconstruction line item. e. OVERALL PROJECT FUNDING SUMMARY i. AECOM Design/Engineering $ 377,965 ii. Engineer Opinion of Construction Costs $ 2,055,566 (1) Total project costs $ 2,433,531 (2) Less CTS 100% Reimbursement — Road Construction ($ 367,500) (3) Less CTS 100% Reimbursement — Road Design ($ 56,010) (4) Less Grant funding ($ 901,135) a. Estimated required project funding $ 1,108,886 (5) According to the existing Interlocal Agreement OCPRC is responsible for $609,887 (55%) and CTS is responsible for $498,999 (45%). 2. Tentative Project Schedule: a. 50% review OCPR Commission Meeting — Conceptual Approval October 7 2020 b. 50% review CTS Board Meeting — Conceptual Approval October 8 2020 c. 50% Public Comment/Community Outreach/Education (Online) January 19 2021 d. 100% Design Complete July 2021 e. 100% Public Comment/Community Outreach/Education August 31 2021 f. OCPR Commission Meeting September 1 2021 i. Approval to proceed with CD's/Specifications/Bidding g. Construction Contract Approval TBD i. Contingent upon obtaining 50% construction costs in grants ATTACHMENTS • Attachment A — AECOM 100% Design Executive Summary • Attachment B — 100% Design/Engineer Concept Plans • Attachment C — Engineer Cost Estimate • Attachment D - AECOM contract amendment breakdown STAFF RECOMMENDATION Staff recommend conceptual approval of the 100% design engineering drawings, engineer's opinion of cost and proceed with final construction drawings, specifications, permitting and bidding for the mill pond dam removal and restoration project. Staff recommends amendment to AECOM contract #5528 in the amount of $84,725 to proceed with final construction drawings, specifications, permitting and bidding for the mill pond dam removal and restoration project, pending Charter Township of Springfield Board approval at their September 9th 2021 meeting. MOTION Move to conceptually approve the 100% design engineering drawings, engineer's opinion of cost and proceed with final construction drawings, specifications, permitting and bidding for the mill pond dam removal and restoration project. Move to amend AECOM contract #5528 in the amount of $84,725 to proceed with final construction drawings, specifications, permitting and bidding for the mill pond dam removal and restoration project, pending Charter Township of Springfield Board approval at their September 9112021 meeting. 209 ACoM AECOM 27777 Franklin Road Southfield, MI 48034 aecom.com Project name: Mill Pond Dam Removal and Restoration Project ref: 60594641 To: Oakland County Parks and Recreation From: Commission 2800 Watkins Lake Road Troy en McDerNaperala,mott, of Waterford, MI 48328 Janeen McDermott, PE Kate Bailey CC: Charter Township of Springfield Date: July 30, 2021 Memo Subject: 100% Design Executive Summary 1. Introduction The Mill Pond Dam, which is jointly managed by Oakland County Parks and Recreation Commission and Springfield Township, consists of a 370-foot-long earthen embankment and a steel and concrete drop inlet spillway. The structural height of the dam is 16 feet. Water discharges through a 4-foot-wide drop inlet into a pipe outlet and over a 10-foot-long water feature and water wheel, before dropping 5 to 6 feet and discharging into the downstream Shiawassee River (see Figure 1). Davisburg Road sits on top of the earthen embankment at approximately elevation 960'. A 2011 preliminary dam evaluation conducted by Soil and Materials Engineers, Inc. found several potential deficiencies with the dam's earthen embankment and spillway: • Erosion and deterioration were noted along the concrete discharge channel. The evaluation suggested removing and replacing the discharge channel. • A deflection or sag within the outflow pipe. The evaluation also noted that the outflow pipe dates back to at least the early 1980s and is likely at the end of its recommended service life. • Inadequate spillway capacity. The evaluation notes that currently the road and grouted riprap slope act as the overflow spillway and will overtop during the 100-year event. Overtopping occurred in 1975, 1981, and possibly 1982. • "Spongy areas" or "springs" in Rotary Park, downstream of the dam embankment. 210 Cracks and voids in the grouted cobbles and boulders that comprise the downstream slope armoring. Undermining of the grouted cobbles and boulders has occurred along the embankment and at the toe of the slope. The presence of trees on the upstream slope of the dam. A video inspection was done by Oakland County in 2015, confirming that the pipe was close to the end of its service life. The dam is classified as a low hazard dam by EGLE and accordingly must be able to pass a 100-year storm event to meet EGLE regulations. The existing spillway system does not have that capacity. A feasibility study was completed on August 7, 2019 which considered eight different options ranging from replacing the existing spillway, constructing a new bridge over a new spillway, or removing the dam. Eight factors (community impact, property values, recreational benefits, historical significance, ecological and environmental impact, dam safety, and cost) were used to evaluate each alternative. A decision matrix listing the factors indicated that the preferred alternative was to remove the dam and restore the river corridor with an open -bottom arch culvert at the Davisburg Road crossing. The following sections document the design basis for the Mill Pond dam Removal and Restoration design. All elevations within this report refer to the North American Vertical Datum 1988 (NAVD 88). T�n Figure 1. Existing Mill Pond Dam Diagram -oncrete water water wheel 211 2. Basis of Design 2.1 Construction Sequence The construction sequence for the Mill Pond dam removal and restoration project was drafted to provide for a safe and economical dewatering and culvert replacement while accommodating flexibility in water level control for sediment management purposes. All normal summer river flows can be accommodated by the bypass pumping system. The general sequence is as follows: 1. Mobilize to the site. 2. Fully open sluice gate to invert at 955.5; WSE = 956.1 at existing conditions. 3. Install SESC measures around access routes and equipment/material storage areas. 4. Construct access route along west/south side of Mill Pond Park. 5. Construct engineered riffle at the existing upstream railroad bridge. 6. Stage 1: Construct sediment trap immediately upstream of outlet. Monitor and empty sediment trap as needed to manage sediment transport downstream. 7. Incrementally demolish the sluice gate frame/ sheet pile to approx. 950.51; WSE = 951.28. Or bypass pump into existing 36" culvert. 8. As water level lowers in the pond, start excavation of restored channel in the proposed alignment, working from upstream to downstream. 9. Install engineered riffles to maintain channel grades and prevent head cutting upstream, working from upstream to downstream. 10. Place excavated material in designated areas. 11. Stage 2: place detour signage, close Davisburg Road, and start construction of cofferdam upstream of existing dam. Begin removal of road surface to top of existing outlet culvert (approx. 954'). 12. Construct downstream energy dissipation structure for bypass pumping outlet. 13. Construct pump intake structure in the impoundment. 14. Stage 3: monitor weather forecast for five day forecast of less than 0.25" of rainfall. 15. Begin 24-hr operation. Set up and start bypass pumping over Davisburg Road. 16. Complete cofferdam construction (to be designed by contractor) (all flow via bypass pumping now) and continue incremental dewatering to approximate elevation 944. Upon dewatering below elevation 950, begin demolition of existing dam structure. Continue excavation of earthen embankment and removal of existing dam structure. 17. Complete excavation for open bottom culvert and footings. Coordinate geotechnical investigation for culvert footings with AECOM and designated subcontractor. 18. Prepare for wingwall footings and pour proposed culvert footings and wingwalls. 212 19. Install permanent restored river channel through Davisburg Road and tie into channel downstream in Rotary Park as indicated in the plans. 20. Upon adequate concrete strength tests per specification, place precast bridge structure. 21. Stage 4: once culvert is installed and water surface elevation lowered to approximately 944, remove cofferdam to open flow through proposed/ restored river channel. 22. Remove bypass pumping system. 23. Backfill and reconstruct roadway. 24. Final restoration: restore dam embankment site. 25. Complete installation of river features including large wood, riffle materials, and riprap bank protection. 26. Complete restoration of impoundment including final grading and seeding. 27. Restore equipment/ material storage areas and remove access route and restore. 28. Demobilize. 2.2 Dam Breaching The dam breaching operation is planned for in the location of the existing outlet structure which coincides with the location of the proposed open bottom arched culvert. The breaching operation will occur in four stages. Breach Stage 1: During stage 1 the existing sluice gate will be fully opened in order to dewater Mill Pond to the extent practicable using the existing structure. As the impoundment begins to lower, an access route will be constructed along the east side of the pond, providing the Contractor access tothe upper impoundment where the grade control riffle near the existing upstream railroad bridge can be constructed prior to extensive dewatering occurring. During this stage the Contractor will begin maintenance of a sediment trap near the sluice gate and can begin channel excavation in the upper impoundment as water levels lower. Breach Stage 2: During this stage Davisburg Road will be closed in order to facilitate installation of a cofferdam upstream of the existing dam. The existing roadway within the earthwork footprint required to construct the proposed open bottom culvert will be removed to the top of the existing outlet culvert elevation (Approx. El. 954'). The Contractor will construct the downstream energy dissipation structure for the bypass pumping operation and construct the pump intake structure in the impoundment, set up the pumps and prepare for bypass pumping. Breach Stage 3: The bypass pumping operation begins; the cofferdam is completed, putting all river flow through the pumping operation. Contractor to continue excavation of the earthen embankment and removal of the existing dam structure down to the proposed river elevation and required culvert footer elevations. The culvert wingwall and footer foundations will be prepared and poured, and the restored river channel constructed through the former dam embankment. Upon achieving adequate strength tests on the concrete, the precast culvert will be placed on top of the footers. Breach Stage 4: Once culvert and wingwalls are installed and water surface has been dewatered to approximately 944', the cofferdam will be removed to open flow through the newly constructed culvert and restored river channel. The bypass pumping system can then be removed and Davisburg Road fully reconstructed. 213 2.2.1 Flood Hydrology The Michigan Department of Environment, Great Lakes, and Energy maintains a flood discharge database for all major streams within the state. Flow data representing peak flows during low flow conditions, the 10-year flood event, the 50-year flood event, and the 100-year flood event were obtained from the Michigan EGLE flood flow database. These estimates for the Shiawassee River were supplemented by AECOM by collecting base flow measurements in the field and survey observations through the river reach of bankfull elevations. The survey data were then used in HEC-RAS and assessed with the Manning's equation and regional curve data to estimate bankfull flows in this part of the Shiawassee River. Table 1 present the flows at Mill Pond Dam used for the hydraulic model. Table 1. Flood Discharge and Volume Estimates for Shiawassee River at Mill Pond Dam. Discharge Frequency (%) Return Period (years) Discharge (cfs) BaseFlow Bankfull 10% 10 3 30 200 2% 1% 50 100 360 440 The bypass pumping operation consists of one electric baseflow 2500gpm (5.5 cfs) pump, one backup engine driven (diesel) baseflow 2500gpm (5.5 cfs) pump, and one 500gpm (1 cfs) electric dewatering pump. The bypass pumping operation is intended to be utilized during a short time, while the contractor demolishes the existing structure, excavates down to proposed grade for the proposed culvert, and installs the culvert wingwalls and footers during 24hr operations. Prior to switching to the bypass pumping operation, the Contractor must have an approved weather forecast of less than 0.25" of rainfall. The temporary cofferdam structure, protecting the dam breach area is designed to the 10yr storm event. 2.2.2. Sediment Management By utilizing a pumping operation, sediment transport downstream will be minimized to the maximum extent practicable. Dewatering rates will be limited to less than 1 ftiday or as prescribed by EGLE permit requirements. Sediment traps at the sluice gate outlet and pumping system inlet as well as placed as needed throughout the impoundment will aid in capturing sediments as the water surface within Mill Pond is lowered. 2.3. River Restoration 2.3.1. Channel and Floodplain Hydraulics Cross Section dimensions for the proposed channel within Mill Pond were based on surveyed reference reaches, regional curve data for southeastern Michigan, Manning's equation analysis, and Rosgen Type C5 stream channel values (Table 2). Bankfull widths vary between 11 and 13 feet with 1 to 2 foot high banks. In this reach, the channel features both deep pools (2.5-3 feet at bankfull) and shallow riffles (1.25 ft) and runs (2 ft). The overall slope along the reach is 0.56%. Based on refusal depth, bathymetric surveys, and existing structures book ending the project area, channel slopes vary through the impoundment to provide bedform and habitat diversity as well as grade control structures and stable slopes tying into the railroad crossing elevations. 214 Table 2. Rosgen Channel Type C5 Recommended Values ROSGEN C5 CHANNEL RATIOS Low High Vbkf (ft/s) 3.5 5 Bankfull Mean Velocity (ft/s) Width to Depth Ratio (mean W/D 9 14 depth) Dmax/Dbkf 1.1 1.4 Riffle Max Depth Ratio Dtob/Dbkf 1 1.1 Bank Height Ratio Lm/Wbkf 7 14 Meander Length Ratio RC/Wbkf 2 3 Radius of Curvature Ratio Wblt/Wbkf 3.5 8 Meander Width Ratio K 1.2 1.5 Sinuosity Sval 0.002 0.01 Valley Slope (ft/ft) Srif/Schan 1.1 1.2 Riffle Slope Ratio Srun/Srif 0.5 0.8 Run Slope Ration Sglide/Schan 0.3 0.5 Glide Slope Ratio Spool/Schan 0 0.2 Pool Slope Ratio Dmaxpool/Dbkf 1.2 2.5 Max Pool Depth Ratio Wpool/Wbkf 1.1 1.7 Pool Width Ratio Lps/Wbkf 3.5 7 Pool to Pool Spacinq Ratio Bankfull flows in the surveyed cross sections in the reach were between 20 cfs and 30 cfs. The average estimated bankfull flow was 28 cfs. Floodplains serve a dual purpose in a river system, including dissipating flood energy and providing important ecological habitat. One bankfull width of floodplain per each side of the river was included in the design, to balance flood dissipation, habitat, and earthwork/cost. This sums to a total of 24 ft of floodplain, at a 0%-1 % slope to support infiltration, vegetation and wetland formation along the riparian corridor. The designed channel geometry will include 1-2 foot bank heights and a 12 foot top width. The width to depth ratio for the channel will be approximately 9, which is within the range typically observed for channels of this slope and river type, and consistent with surveyed reference reaches. 2.3.2. Bed and Bank Stabilization Given the elevation constraints at the upstream and downstream railroad and road crossings, a restored channel through parts of the Mill Pond impoundment will not reach the parent bed material in all locations. These portions of the restored channel will require engineered materials for the channel bed and additional slope stability considerations. The proposed channel bed and banks will be stabilized in multiple locations where grade control is required and meander bends in the channel alignment occur, to prevent migration of the channel. The stone for the riffles was sized to remain immobile at all floods up to the 100-yr flood event. 215 Large wood will be used to stabilize banks and provide opportunity for in -stream habitat and channel bed variety with these structures facilitating the formation of pools in the river bends. See plan set for locations. 2.4. Davisburg Road With the removal of the dam, there was an opportunity to review the current road geometrics and configuration and to study whether a re -alignment or upgrades were desirable at this location. Existing Conditions Davisburg Road is a two-lane road with a S-curve alignment in the vicinity of the dam. The lanes are 11-12' wide with minimal or no shoulders. The area near the existing dam has steep side slopes with guardrail on both sides. The guardrail on the WB lane is 1' from the edge of pavement while the guardrail on the EB lane is 24from the edge of pavement. The first curve has a radius of approximately 345'. The max cross slope on the EB lane is approximately 6% while the cross slope on the WB lane remains adverse varying from 3% to1 % as it transitions to the east. The second curve has a radius of approximately 380'. The max cross slope EB lane is 7% while the max cross slope on the WB lane is 12%. There is approximately 65' of tangent between the curves. The superelevation has a standard delta percent rate, however the tangent is shorter than required for a standard one third/two thirds distribution. The transition appears to be distributed based on the eastern curve. The existing S curve alignment does not meet current Road Commission for Oakland County (RCOC) design standards. The vertical alignment appears to meet the design speed of 30 mph. The profile is relatively flat, approximately 0.2% to 0.3% at the east end, then runs 4% down to the existing dam and back up at 5% and then flattens as it approaches the railroad. The vertical curve K values meet 30 mph design standards, however the length of the shorter vertical curves may be less than 3V. The vertical alignment does not meet current RCOC design standards The crash history for this segment of Davisburg Road was reviewed for the last four calendar years, 2016 thru 2019. There was only one crash, in Sept 2018, coded as an "Other" crash type, about 100 feet west of the railroad overpass. No injuries were reported. Looking back further, there were wo crashes from 2012 thru 2015, totaling three crashes in eight years. Based on this data there does not appear to be a crash pattern at this location. Potential Improvements 1. The first option considered was to maintain existing conditions as there is not a crash history in this location. The western curve has substandard superelevation, while the western curve has a superelevation above the required amount. 2. The second option considered was to utilize the existing alignment but revise the superelevation to a maximum 4% or 6% superelevation, and add 4-5' shoulders on both sides with guardrail at those locations. Curb and gutter would be added as well to catch the water and direct the runoff via sewer or downspouts to decrease run-off from the roadway and potential erosion issues. Michigan Department of Transportation (MDOT) Straight Line Superelevation (Chapter 3 of the MDOT Road Design Manual) requires a 4% superelevation for a design speed of 30 mph and a radius of 345'. The existing radii meet this requirement. The superelevation distribution would need to be substandard, with approximately 43% within the curves. The hinge points along this stretch would be wider than existing and with a minimum of a 1:2 fill slope, the tie down points would extend 10' — 20' father out than existing. The open bottom culvert may need to be extended. This option opens up the roadway, increasing sight distances and 216 meeting most standards. The superelevation transition into the western curve could be challenging with parking on the north and driveways on the south. 3. The third option includes the improvements from the previous option (2), but it slightly re -aligns the road using 360' and 380' radii, but increasing the tangent between them to allow for a standard 1/3 — 2/3 superelevation transition distribution. This option can be seen in the attached graphic. The western curve is shifted slightly south while the eastern curve is shifted slightly north. The tie down points in those locations would extend further out than Option 2. After reviewing the project with RCOC and the Township it was decided that the project would move forward with option 3 to improve both the horizontal and vertical alignments to meet RCOC design standards. Although there is not a crash pattern for this section of road, it was agreed that improving the road to meet current RCOC standards will decrease the likelihood of accidents and improve commercial traffic flow through the s-curve. Improvements to the S- curve, vertical curves, and guard rail have been developed based on a 35 mph design speed and in accordance with AASHTO Low Speed Urban Design. The posted speed limit through this section of road is 25 mph. It is standard practice to design to a speed above the posted speed as a factor of safety. The design speed of 35 mph is RCOC's minimum speed to use for design. Specific road design and work extents can be seen in the planset. 2.5. Site Restoration Removing the Mill Pond Dam will restore the Shiawassee River to a free -flowing condition and provide passage for fish and other aquatic species, which is considered a natural enhancement. Dam removal will include active sediment management measures for impounded sediment and formation of a restored river channel and floodplain. Active restoration includes the active construction in -place of a restored channel and floodplain following dam removal, as well as seeding and planting to establish vegetation communities intended to manage erosion and provide habitat and aesthetic value. A restored channel will also take a sinuous form through the former impoundment increasing the overall proposed channel length. Areas outside of the channel and floodplain corridor will largely be left ungraded to provide topographical heterogeneity which will promote off -channel wetland and habitat formation. As the impoundment drains, seeps and tributaries will be uncovered at various locations that cannot necessarily be predicted at present. There are various wetland areas and at least one golf course drainage outlet on the south side of the impoundment. The contractor will be responsible for properly stabilizing these tributaries and providing erosion protection as needed, with approval from the owner and engineer. Much of the area in the drained impoundment, along the restored channel, is expected to revert to wetland, given the drainage patterns, grading, and high number of seeps and springs. A prairie fen habitat will likely re-establish in parts of the riparian zone adjacent to the Shiawassee stream channel. Prairie fens are unique to the glaciated Midwest, fed by calcium -rich groundwater, comprised primarily of grasses, sedges, rushes and wild -flowers and provide habitat for numerous species of animals. Post -project restoration efforts will include application of topsoil, wetland/floodplain seeding, and erosion mats in the floodplain areas, as well as slope/upland seeding in disturbed areas and live stakes along portions of the riverbanks. Post -project monitoring and invasive species management will be conducted per developed maintenance plan. Subsequent park efforts (not part of this project) will likely include planting of native species from adjacent habitats to promote wetland and prairie fen formation. This restoration will provide landscape connectivity for plants and animals between natural areas upstream and downstream of Mill Pond Park. 217 fi0com I%* JANEEN McDERMOTT,PE PROJECT MANAGER CIVIL & HYDRAULICS SHEETS T-1.1, T-2.1, T-3.0, B-0.1 - B-6.1, R-0.1 - R-2.5, S-0.1 - S-1.1 DAVISBURG MILL POND DAM REMOVAL AND RIVER RESTORATION AARON HUMPHREY, PE GEOTECHNICAL SHEETS T-2.0, B-1.1 - B-6.1 STATE LOCATION MAP OAKLAND COUNTY NORTH i- 100cr 2O o' SHEETINDEX Sheet Sheet Title Number TITLE & GENERAL PLANS T-1.1 TITLE & INDEX T-1.2 GENERAL NOTES T-2.0 SOIL BORINGS LOCATION MAP T-3.0 MAINTENANCE OF TRAFFIC PLAN T-3.1 MAINTENANCE OF TRAFFIC PLAN DAVISBURG ROAD RD-1.1 GENERAL NOTES RD-1.2 GENERAL NOTES RD-1.3 GENERAL NOTES RD-1.4 LEGEND RD-1.5 DAVISBURG ROAD ALIGNMENT SHEET RD-1.6 DAVISBURG ROAD TYPICAL CROSS SECTIONS RD-1.7 DAVISBURG ROAD TYPICAL CROSS SECTIONS RD-1.8 PAVEMENT CORES AND SOIL BORINGS RD-1.9 DAVISBURG ROAD REMOVAL SHEET RD-1.10 DAVISBURG ROAD CONSTRUCTION SHEET RD-1.11 DAVISBURG ROAD PROFILE SHEET RD-1.12 DAVISBURG ROAD CROSS SECTION SHEET RD-1.13 DAVISBURG ROAD CROSS SECTION SHEET RD-1.14 DAVISBURG ROAD CROSS SECTION SHEET BREACHING PLANS B-0.1 EXISTING SITE TOPOGRAPHY B-1.1 GENERAL SITE PLAN B-1.2 EROSION PLAN B-1.3 SOIL EROSION DETAILS B-2.1 DAM BREACHING PLAN VIEW - STAGE 1 B-2.2 DAM BREACHING PROFILE VIEW - STAGE 1 B-3.1 DAM BREACHING PLAN VIEW - STAGE 2 B-3.2 DAM BREACHING STAGE 2 DETAIL B-4.1 DAM BREACHING PLAN VIEW - STAGE 3 B-4.2 DAM BREACHING PROFILE VIEW - STAGE 3 B-5.1 DAM BREACHING PLAN VIEW - STAGE 4 B-5.2 PROPOSED CULVERT VIEWS B-6.1 FINAL RESTORATION RESTORATION PLANS R-0.1 SITE OVERVIEW R-1.1 CHANNEL GRADING & PROFILE 1 OF 4 R-1.2 CHANNEL GRADING & PROFILE 2 OF 4 R-1.3 CHANNEL GRADING & PROFILE 3 OF 4 R-1.4 CHANNEL GRADING & PROFILE 4 OF 4 R-2.1 CONSTRUCTION CROSS SECTIONS 1 OF 5 R-2.2 CONSTRUCTION CROSS SECTIONS 2 OF 5 R-2.3 CONSTRUCTION CROSS SECTIONS 3 OF 5 R-2.4 CONSTRUCTION CROSS SECTIONS 4 OF 5 R-2.5 CONSTRUCTION CROSS SECTIONS 5 OF 5 R-2.6 RIFFLE DETAILS R-2.7 CHANNEL DETAILS STRUCTURAL DEMOLITION S-0.1 STRUCTURAL SITE OVERVIEW S-1.1 EXISTING STRUCTURE REMOVALS PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD �)AKINVO WATERFORD, MI 48328 AKI 1) 248.858.0906 TEL CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248,846,6558 TEL 248,846,6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX W_ aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 100 % DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE TITLE & INDEX SHEET NUMBER _ cIG T-1.1 Lu .E a) E 0) m c co 0 .IN n n cD z Q ry p N 0 0 0 Q U 0 m cD p Q U 0 0 m L > Q p It m LO 0 co U w 0 Irr In a' o0 oU w N C)p N -67 20 ow aQ 00 ow J > ry p ow "' z r--o o- �z N w N r' z�w 10�� ry - �_ .0 �co =w U co �;,D �U J ILL CIVIL ABBREVIATIONS BTM. BOTTOM CB STORM CATCH BASIN C & G CURB & GUTTER CL CENTER LINE C.O. CLEAN OUT CONC. CONCRETE C.P. CONTROL POINT WITH NUMBER C.Y. CUBIC YARDS DIA. DIAMETER E EASTING ELEC. ELECTRICAL ELEV./EL. ELEVATION EX./EXIST. EXISTING FES FABRIC ENCAPSULATED SOIL F.F.E. FINISH FLOOR ELEVATION FRP FIBER REINFORCED PIPE FT. FOOT GAL. GALLON HYD. HYDRANT INV INVERT I.E./INV. INVERT ELEVATION LB STORM LEACH BASIN LF LINEAR FOOT MECH. MECHANICAL M H MANHOLE (ANY UTILITY) N NORTHING PP POWER POLE PR./PROP. PROPOSED PVC POLYVINYL CHLORIDE PVMT. PAVEMENT P.0.B POINT OF BEGINNING RCP REINFORCED CONCRETE PIPE S.B. SOIL BORING SN SANITARY SYSTEM SPW TEMPORARY SHEET PILE WALL S.S. STAINLESS STEEL STM STORM SYSTEM S.Y. SQUARE YARDS T.P. TOP OF PIPE TYP. TYPICAL Y.D. STORM YARD DRAIN W/L WATER LINE WM WATER MAIN WSE WATER SURFACE ELEVATION SURVEY GENERAL NOTES COORDINATE SYSTEM ZONE: ELLIPSOID: HORIZONTAL DATUM: VERTICAL DATUM: GEOID: UNITS: BENCHMARKS BENCHMARKS SET 1. BM 500 N 457587.89 STATE PLANE MICHIGAN SOUTH 2113 GRS 80 NAD 83 (CORS 2011) NAVD 88 GEOID 12A INTERNATIONAL FEET E 13345976.74 Z 964.90 NAIL ON TOP OF WOODEN GUARD RAIL POST 2. BM 501 N 457542.22 E 13345604.21 Z 965.83 NAIL ON TOP OF WOODEN GUARD RAIL POST GENERAL NOTES 1. THE CONTRACTOR SHALL HAVE SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. 2. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL HEALTH AND SAFETY STANDARDS, LAWS, AND REGULATIONS. 3. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT AND MAINTAIN ANY EXISTING UTILITY SERVICES SHOWN ON THESE PLANS AND ANY OTHERS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE LOCATIONS AND SHOULD BE INTERPRETED AS SUCH. THE CONTRACTOR IS REQUIRED TO PROVIDE A MARK -OUT OF ALL UTILITIES WITHIN THE AREA OF WORK PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR TO CALL MISS DIG (1-800-482-7171) TO OBTAIN A MARK -OUT OF PUBLIC UNDERGROUND UTILITIES. THE CONTRACTOR SHALL CONTACT THE PRIVATE UTILITIES LISTED ON THIS SHEET TO ARRANGE FOR MARK -OUT OF PRIVATE UTILITIES NOT LOCATED BY THE MISS DIG SYSTEM. CONTRACTOR SHALL BE AWARE OF HIGH -VOLTAGE OVERHEAD ELECTRIC LINES. THE CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE TO EXISTING UTILITIES AND ALL COSTS TO REPAIR DAMAGE TO ANY UTILITY (SEWERS, WATER, GAS, ELECTRICAL, CABLE, UNDERDRAIN SYSTEMS, & SPRINKLER SYSTEMS, ETC.) KNOWN, OR OTHERWISE, SHALL BE BORNE SOLELY BY THE CONTRACTOR. ACCEPTANCE & APPROVAL OF SAID REPAIRS SHALL BE PER THE OWNER OF THE DAMAGED UTILITY. 4. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO ENSURE ALL UTILITY SERVICES WILL REMAIN FUNCTIONAL DURING THE CONSTRUCTION PERIOD. 5. THE CONTRACTOR SHALL HAVE A FULL SIZE SET OF THE MOST RECENTLY APPROVED FINAL PLANS MARKED "FOR CONSTRUCTION" ON THE JOB SITE AT ALL TIMES. 6. UPON COMPLETION OF EACH DAYS WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LEAVING THE WORK AREA SECURED AND FREE OF HAZARDS AND SHALL PROVIDE ALL NECESSARY TEMPORARY SIGNS, WARNING DEVICES, AND BARRICADES. 7. THE CONTRACTOR SHALL KEEP ACCURATE AND LEGIBLE RECORDS OF ALL CHANGES OF WORK THAT OCCUR DURING CONSTRUCTION AND INFORMATION ON "AS -BUILT" CONDITIONS. DOCUMENTATION OF CHANGES AND AS -BUILT INFORMATION SHALL BE RECORDED ON AN APPROVED SET OF FULL SIZE FINAL PROJECT PLANS AND DELIVERED WITHIN 90 DAYS AFTER COMPLETION OF WORK. 8. THE CONTRACTOR SHALL TAKE THE NECESSARY STEPS TO PROTECT THE PROJECT AND ADJACENT PROPERTY, STRUCTURES, UTILITIES AND LANDSCAPING FROM ANY DAMAGE, EROSION AND SILTATION THAT RESULTS FROM THE CONSTRUCTION BY APPROPRIATE MEANS (SAND BAGS, HAY BALES, SILT FENCE, DIKES, ETC.) UNTIL SUCH TIME THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER. 9. THE CONTRACTOR SHALL REFER TO SPECIFICATION SECTION 01 11 00 SUMMARY OF WORK FOR ALL PERMIT REQUIREMENTS AND GUIDANCE IN OBTAINING THE APPLICABLE PERMITS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE WITH ALL APPLICABLE PERMIT REQUIREMENTS DURING THE EXECUTION OF THE WORK AND PRIOR TO FINAL ACCEPTANCE. ADDITIONAL DETAILS ON CONTRACTOR RESPONSIBILITIES ARE PROVIDED IN THE SPECIFICATIONS. 10. ALL NON -PAVED DISTURBED AREAS SHALL BE RESTORED AS SHOWN ON THE PLANS. 11. THE CONTRACTOR SHALL ACCESS THE WORK AREAS USING THE PUBLIC RIGHT-OF-WAY AND EXISTING EASEMENTS ONLY. CROSSING PRIVATE PROPERTY TO ACCESS THESE AREAS WITHOUT WRITTEN PERMISSION FROM THE PROPERTY OWNER IS PROHIBITED. 12. TOPOGRAPHY SHOWN HERE REPRESENTS CONDITIONS EXISTING AT THE TIME THE FIELD SURVEY WAS MADE (MARCH 2O19). 13. WATER LEVEL IS SUBJECT TO CHANGE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING A DETERMINATION OF WATER LEVELS THAT MAY EXIST DURING CONSTRUCTION. 14. MEASURES SHALL BE TAKEN TO PREVENT DEBRIS FROM FALLING FROM THE EXISTING STRUCTURES AND BEING TRANSPORTED DOWNSTREAM. 16. ALL WORK FOR THE CONDITIONS SHOWN AS "PROPOSED", "FINISH", AND "NEW" IS REQUIRED UNDER THIS CONTRACT. ELECTRONIC FILES AFTER BIDS HAVE BEEN SUBMITTED AND A SELECTION IS MADE, ELECTRONIC FILES WILL BE PROVIDED TO THE CONTRACTOR FOR LOCATING KEY DESIGN ITEMS. SPECIAL NOTES 1. PROTECTION OF WORK DURING THE EXECUTION OF THE WORK SHOWN ON THESE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF THE WORK AREA AND EQUIPMENT FROM FLOODS AND DAMAGE OR DELAYS DUE TO FLOODS. NO EQUIPMENT SHALL BE LEFT IN CHANNEL AFTER WORK HOURS. 2. BREACHING SAFETY IN THE CASE OF AN UNEXPECTED BREACH THROUGH THE DAM THE CONTRACTOR SHALL HAVE A STOCKPILE OF RIPRAP NEARBY FOR EMERGENCY PLACEMENT. ALSO THE CONTRACTOR IS REQUIRED TO HAVE EXTRA SAND BAGS AVAILABLE. CONTRACTOR SHALL PREPARE SITE SPECIFIC HEALTH & SAFETY PLAN, INCLUDING AN EMERGENCY ACTION PLAN. THIS EMERGENCY ACTION PLAN SHALL BE REVIEWED AND COORDINATED WITH THE OAKLAND COUNTY CHIEF OF EMERGENCY MANAGEMENT, KEVIN SCHEID (248-858-1724). 3. REMOVAL OF THIRD PARTY OWNED EQUIPMENT CONTRACTOR IS REQUIRED TO COORDINATE THE REMOVAL OF THIRD PARTY OWNED EQUIPMENT PER SECTION 02 4116. ENGINEER'S STATEMENT THE PURPOSE OF THE WORK SHOWN ON THESE PLANS IS THE DEWATERING OF THE DAVISBURG IMPOUNDMENT, EXCAVATION AND RELOCATION OR DISPOSAL OF SOILS AND MATERIALS WITHIN THE LIMITS OF EXCAVATION, REMOVAL OF THE EXISTING SPILLWAY, AND APPURTENANCES, AND RESTORATION OF THE SHIAWASSEE RIVER. THE WORK GENERALLY INCLUDES, BUT IS NOT LIMITED TO, CONCRETE REMOVAL, REMOVAL AND DISPOSAL OF FILL/SEDIMENT MATERIALS, CONSTRUCTION OF OPEN BOTTOM CULVERT UNDER ROAD, RECONSTRUCTION OF DAVISBURG ROAD, CONSTRUCTION OF INSTREAM HABITAT IN THE RESTORED RIVER, AND RESTORATION OF THE RIVER BANK AND FLOODPLAIN AREAS. THIS WORK WILL BE CONDUCTED WHILE CONTRACTOR ACTIVELY MANAGES WATER LEVELS IN MILL POND AND FLOW OVER DAVISBURG DAM WITHIN THE CONSTRAINTS SPECIFIED IN THESE PLANS. THE EGLE HYDROLOGIC STUDIES UNIT PROVIDED THE FOLLOWING HYDROLOGY INFORMATION FOR THE SHIAWASSEE RIVER AT THE LOCATION OF DAVISBURG DAM: TOTAL DRAINAGE AREA OF 7.79 SQUARE MILES AND CONTRIBUTING DRAINAGE AREA OF 6.85 SQUARE MILES PRECONSTRUCTION MEETING CONTRACTOR SHALL COORDINATE AND ARRANGE FOR A PRECONSTRUCTION MEETING AT THE SITE PRIOR TO THE START OF CONSTRUCTION TO BE ATTENDED BY THE OAKLAND COUNTY, SPRINGFIELD TOWNSHIP, CONTRACTOR, AND OWNER'S REPRESENTATIVE PRIOR TO THE TIME OF THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL HAVE THE LIMITS OF THE WORK (GRADING AND TEMPORARY ACCESS ROAD) STAKED AND THE LOCATIONS OF EXISTING UTILITIES MARKED OUT. THE PURPOSE OF THIS IS TO CONFIRM THE PROPOSED WORK WILL NOT CONFLICT WITH THE ADJACENT SITES. IF A CONFLICT IS IDENTIFIED AT THAT TIME, THE CONTRACTOR SHALL REQUEST DIRECTION FROM THE OWNER PER THE CONTRACT. EGLE 50 % FREQUENCY DISCHARGE VALUES (HALF OF FLOWS ARE GREATER AND HALF ARE LESS) FOR THE SUMMER MONTHS DURING WHICH CONSTRUCTION WILL TAKE PLACE: MAY 5.7 CFS JUNE 4.0 CFS JULY 3.2 CFS AUG 2.9 CFS SEPT 2.8 CFS OCT 3.3 CFS NOV 4.3 CFS DEC 4.8 CFS EGLE PROVIDED ANNUAL PEAK FLOOD DISCHARGE VALUES: 50% (2 YEAR) 80 CFS 10% (10 YEAR) 200 CFS 2% (50 YEAR) 360 CFS 1% (100 YEAR) 440 CFS 0.5% (200 YEAR) 500 CFS 0.2% (500 YEAR) 650 CFS THE DESIGN DISCHARGE FOR THE DAM BREACHING PORTION OF THIS PROJECT IS THE 10% (10 YEAR) FLOOD (200 CFS). TO COMPLY WITH THE MICHIGAN DEPARTMENT OF ENVIRONMENT, GREAT LAKES, AND ENERGY REGULATION OF A MAXIMUM DEWATERING RATE OF 1 FT/DAY SHALL BE MAINTAINED AT ALL TIMES FOR DAVISBURG IMPOUNDMENT. CONTRACTOR SHALL SURVEY WATER SURFACE ELEVATION AT THE DAM EVERY 12 HOURS, TO VERIFY THIS REQUIREMENT IS BEING MET. SPECIFIC SEQUENCES AND REQUIREMENTS RELATED TO DEMOLITION OF THE DAM ARE PROVIDED HEREIN AND HAVE BEEN EVALUATED BY THE ENGINEER TO ALLOW PASSAGE OF FLOWS THROUGH THE DAM UNDER A 10-YEAR FLOW SCENARIO. CONTRACTOR TO PROVIDE COFFERDAM DESIGN FOR APPROVAL. PUBLIC UTILITIES THE EXISTING UTILITIES LISTED BELOW AND SHOWN ON THESE PLANS REPRESENT THE BEST INFORMATION AVAILABLE AS OBTAINED ON OUR SURVEYS. THIS INFORMATION DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO BE SATISFIED AS TO IT'S ACCURACY AND THE LOCATION OF EXISTING UTILITIES. NAME OF OWNER TYPE OF UTILITY AT&T ATTENTION: MICHAEL BIAZ ENGINEER 54 N. MILL ST. PONTIAC, MI 48342 MB1269@ATT.COM 810-768-0109 CENTURY LINK 200 GALLERIA OFFICENTRE #219 SOUTHFIELD, MI 48034 DTE ENERGY ATTENTION: SARA KIPP ASSOCIATE FACILITATOR SARA.FORCE@DTEENERGY.COM CO M CAST ATTENTION: COLETTE HORNYAK 27096 OAKMEAD DRIVE PERRYSBURG, OH 43551 419-874-9262 CN: ATTENTION: THOMAS BRASSEUR 700 PERSHING RD PONTIAC, MI 48340 248-452-4854 THOMAS. BRASSEU R@CN.CA TELECOM TELECOM I��x•>tr:�r•J TELECOM ICL\IICZi7_lWE SUGGESTED CONSTRUCTION SEQUENCING 1. MOBILIZE TO THE SITE. 2. FULLY OPEN SLUICE GATE TO IT'S LOWEST INVERT (-955.5) TO BEGIN DRAWDOWN EXISTING WATER SURFACE ELEVATION IS APPROXIMATELY 956.1. 3. CONSTRUCT ACCESS ROUTE ALONG SOUTH SIDE OF MILL POND PARK. 4. INSTALL SESC MEASURES AROUND ACCESS ROUTES AND EQUIPMENT/MATERIAL STORAGE AREAS. 5. CONSTRUCT ENGINEERED RIFFLE AT THE EXISTING RAILROAD BRIDGE. STAGE 1: 6. CONSTRUCT SEDIMENT TRAP IMMEDIATELY UPSTREAM OF OUTLET. MONITOR AND EMPTY SEDIMENT TRAP AS NEEDED TO MANAGE SEDIMENT TRANSPORT DOWNSTREAM. 7. INCREMENTALLY DEMO THE SLUICE GATE FRAME/ SHEET PILE TO APPROX. 950.51; WSE = 951.28. OR BYPASS PUMP INTO THE EXISTING 36" CULVERT. 8. AS WATER LEVEL LOWERS IN THE POND, START EXCAVATION OF RESTORED CHANNEL IN THE PROPOSED ALIGNMENT, WORKING FROM UPSTREAM TO DOWNSTREAM. 9. INSTALL ENGINEERED RIFFLES TO MAINTAIN CHANNEL GRADES AND PREVENT HEADCUTTING UPSTREAM. 10. PLACE EXCAVATED MATERIAL IN DESIGNATED AREAS. STAGE 2: 11. PLACE DETOUR SIGNAGE, CLOSE DAVISBURG ROAD, AND START CONSTRUCTION OF COFFERDAM UPSTREAM OF EXISTING DAM. BEGIN REMOVAL OF ROAD SURFACE TO TOP OF EXISTING OUTLET CULVERT (APPROX. 954). 12. CONSTRUCT DOWNSTREAM ENERGY DISSIPATION STRUCTURE FOR BYPASS PUMPING OUTLET. 13. CONSTRUCT PUMP INTAKE STRUCTURE IN THE IMPOUNDMENT. STAGE 3: 14. MONITOR WEATHER FORECAST FOR FIVE DAY FORECAST OF LESS THAN 0.25" OF RAINFALL. 15. BEGIN 24-HR OPERATION. SET UP AND START BYPASS PUMPING OVER DAVISBURG ROAD. 16. COMPLETE COFFERDAM CONSTRUCTION (ALL FLOW VIA BYPASS PUMPING NOW) AND CONTINUE INCREMENTAL DEWATERING TO APPROXIMATE ELEVATION 944. 17. UPON DEWATERING BELOW ELEVATION 950, BEGIN DEMOLITION OF EXISTING DAM STRUCTURE. CONTINUE EXCAVATION OF EARTHEN EMBANKMENT AND REMOVAL OF EXISTING DAM STRUCTURE. 18. COMPLETE EXCAVATION FOR 36 FT OPEN BOTTOM CULVERT AND FOOTINGS. 19. PREPARE FOR WINGWALL FOOTINGS AND POUR PROPOSED CULVERT FOOTINGS AND WINGWALLS. 20. INSTALL PERMANENT RESTORED RIVER CHANNEL THROUGH DAVISBURG ROAD. 21. UPON ADEQUATE CONCRETE STRENGTH TESTS PER SPECIFICATION, PLACE PRECAST BRIDGE STRUCTURE. STAGE 4: 22. ONCE CULVERT IS INSTALLED AND WATER SURFACE ELEVATION LOWERED TO APPROXIMATELY 944, REMOVE COFFERDAM TO OPEN FLOW THROUGH PROPOSED/ RESTORED RIVER CHANNEL. 23. REMOVE BYPASS PUMPING SYSTEM. 24. BACKFILL AND RECONSTRUCT ROADWAY. FINAL RESTORATION: 25. RESTORE DAM EMBANKMENT SITE. 26. COMPLETE INSTALLATION OF RIVER FEATURES INCLUDING LARGE WOOD, RIFFLE MATERIALS, ETC. 27. COMPLETE RESTORATION OF IMPOUNDMENT INCLUDING FINAL GRADING AND SEEDING. 28. RESTORE EQUIPMENT/ MATERIAL STORAGE AREAS AND REMOVE ACCESS ROUTE AND RESTORE. 29. DEMOBILIZE. Know what's below. Call before you dig. LCOM PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD WATERFORD, MI 48328 248.858.0906 TEL CHARTER TOWNSHIP OF SPRINGFIELD 0 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX ..�, 'KINC,1-IELU ARTIER TOWNSHIP CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE GENERAL NOTES SHEET NUMBER T-1.2 219 W m .E c W 0) M c M U O 0 11 0 0 n Q z O Q U O J (D Z ry O m J_ O U) O N U) 0 Z a ry n N O O Q U O M (D r) Q U O O O 0 (Y Do U) Q O r) M �I o't N 0-) O ) N O CO N ry _O 0- U) �; U M W J � ry N IL ,U) �U O 0 N O O Z J WU !Y U) z U J � W 2 UJ U _Q fV O Uj C E to _J LL LL_ O p � W 0 0 o Q SHEET p� AREA IP II U qto DAVISBURG ROA� HIAW . SEE TROUT RIVER POND LEGEND PAVEMENT BOUNDARY OVERHEAD ELECTRIC EXISTING MAJOR CONTOUR LINE EXISTING MINOR CONTOUR LINE FENCE LINE EDGE OF TREE AND/ OR SHRUB LINE �� soil and materials engineers, inc. IMmichigan, ohio and indiana BORING B1 PAGE 1 OF 1 PROJECT NAME: Davisburg Dam Spillway Repairs PROJECT NUMBER: PD63302 CLIENT: Oakland County Parks & Recreation PROJECT LOCATION: Springfield Township, Michigan DATE STARTED: 5/24/11 COMPLETED: 5/24/11 BORING METHOD: Hollow -stem Augers DRILLER: RM RIG NO.: ATV LOGGED BY: SB CHECKED BY: CGN DRY DENSITY 0 HAND PENETROMETER w w (PCf) -- ■ ® TORVANE SHEAR LL o 90 100 110 120 O UNCONFINED ZO LL Lu O z a OfN-VALUE COMPRESSION -- O MOISTURE & O VANE SHEAR (PEAK) w Q 7-O � > w¢ LL w a- ATTERBERG LIMITS (%) X VANESHEAR(REMOLDED) > COair SURFACE ELEVATION: 960 FT cz.1 3: z O PL MC LL ®TRIAXIAL (UU) w o >_ a ¢ X I�� SHEAR STRENGTH (KSF) PROFILE DESCRIPTION V) z m n 10 20 30 40 10 20 30 40 1 2 3 4 REMARKS Fine to Medium Sand- Some Silt- Trace to Some Gravel- Trace 1.5 Roots & Grass- Dark Brown- 958.5 T ss1 2 2 a Moist- Very Loose (SM/Topsoil) Fine to Coarse Sand- Trace to .5 Some Silt & Gravel- Brown- 956.5 1 Q Moist- Very Loose (SP-SM/Fill) T 2 3 Clayey Fine to Coarse Sand- SS2 1 . -955 5 Some Silt- Trace to Some Gravel- 2 Brown- Moist to Wet- Very Loose (SC/Fill, s5a.o 1 :15: D Sandy Clay- Some Silt- Trace 953 o SS3 9 17 Gravel- Brown- Very Stiff (CL/Fill) T 3 n8 3S4 4 a 3 7: 01 . -950 10 Fine to Coarse Sand- Some Silt- SS5 15 30 �> Trace to Some Gravel- Frequent 12 j-' Silty Clay Layers from 14.5 to 18 feet- Gray- Wet- Loose to Dense (SM/Fill) 5 SS6 5- - 945 15 I SS7 5 5 5 112 18.5 941.5 :1 1 �/ �_ � Amorphic Peat- Trace Roots- SS8 3 4 ' 11 20 » -sa0 Zo--"\ Occasional Sand Seams- Black (Pt) �22.0 938.0 SS9 3 5 8 82 »w 3 Q Fine Sand- Some Silt- Trace 1 Gravel- Gray- Wet- Loose (SM) 2 SS10 3 O -935-Ll 25.0 935.0 END OF BORING AT 25.0 FEET. -930-3i GROUNDWATER & BACKFILL INFORMATION NOTES: 1. The indicated stratification lines area approximate. In situ the transition between materials may be gradual. PP Y DEPTH (FT) ELEV (FT) 2. Observation well W 1 was constructed in the borehole upon completion of drilling. The well was backfilled with filter sand to -10'± and grouted to the surface above. SZ DURING BORING: 4.0 956.0 1 AT END OF BORING: 11.0 949.0 BACKFILL METHOD: Note 2 0 N N WETLAND AREA OHE onr) SOIL BORING x fYWY'WYY-, soil and materials engineers, inc. IMmichigan, ohio and indiana r NORTH 0 30 60' BORING B3 PAGE 1 OF 1 PROJECT NAME: Davisburg Dam Spillway Repairs PROJECT NUMBER: PD63302 CLIENT: Oakland County Parks & Recreation PROJECT LOCATION: Springfield Township, Michigan DATE STARTED: 5/24/11 COMPLETED: 5/24/11 BORING METHOD: Hollow -stem Augers DRILLER: RM RIG NO.: ATV LOGGED BY: SB CHECKED BY: CGN DRY DENSITY V HAND PENETROMETER w w (PCf) -- ■ ® TORVANE SHEAR i o 90 100 110 120 O UNCONFINED p LL O z a or U) COMPRESSION N-VALUE -- O MOISTURE & O VANE SHEAR (PEAK) w = O > w¢ W w ATTERBERG LIMITS(%) X VANE SHEAR (REMOLDED) m SURFACE ELEVATION: 947 FT air cz.1 3: z O PL MC LL ®TRIAXIAL (UU) w o >_ a ¢ x I�� SHEAR STRENGTH (KSF) PROFILE DESCRIPTION n z on REMARKS 10 20 30 40 10 20 30 40 1 2 3 4 .� Clayey Fine to Medium Sand- - Some Silt- Trace Gravel & Organics- Dark Brown- Moist- ss1 i 3 23 ' -945 25 Very Loose (SC/Topsoil) 944.5 2 Q Amorphic Peat- Some Sand- 12 I : 91 Trace to Some Gravel- ssz 1 5 Occasional Brick Fragments - Black (Pt/Fill) I 940 '0 940.0 SS3 1 2 : :»* 1 Silty Fine to Medium Sand- Trace t to Some Organics- Trace Gravel 3 & Roots- Gray- Wet- Very Loose ss4 4 10 to Loose (SM/Fill) T 11.5 935.5 3 8 -935 SS5 4 Fine to Medium Sand- Trace Silt t & Gravel- Gray- Wet- Loose to 5 I Medium Dense (SP) ssfi e 715 n13 • 16.0 931.0 I -930 SS7 5 5 5 10 Fine to Coarse Sand- Trace Silt & Gravel- Gray- Wet- Medium I Dense (SP) I - SS8 410 e q 2C 20.0 927.0 END OF BORING AT 20.0 FEET. - 925 = 25- - 920 = 3C GROUNDWATER & BACKFILL INFORMATION NOTES: 1. The indicated stratification lines are approximate. In situ, the transition between materials may be gradual. DEPTH (FT) ELEV (FT) 2. Driller reported 6 feet of artisian water head upon completion of drilling. SZ DURING BORING: 3.0 944.0 1 AT END OF BORING: Note 2 BACKFILL METHOD: Cement & Bentonite Grout a N N L=Com PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAN D COUNTY PARKS 2800 WATKINS LAKE ROAD OAKL ND WATERFORD, MI 48328 COUNTY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 r 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE SOIL BORING LOCATION MAP SHEET NUMBER T-2.0 220 O 0 z Q J d U H LL Q ry LL O W U Z Q Z W Z_ Q 75 0 M z Q fy 0 N O 0 0 Q U O rn U) O 0 Q U O 0 m CD ry D m co Q 0 Lo 0 0 U w O w orr c� O oU �w N O N _0 75 20 _O W d Q c� W J > rr ..❑ O W Z �O o� �z N W O Q' N iY z< w �C6 r_ Qry 3:= uU �ry =w U U) �D �U a co m s= J L.L Md TY PL AN Sl( I - VVLU-J IJUU r I ) �� UUINJ 1 rxuu 1 IUIN HKtH �� /// uHvio- FULLUR BURG RD DETOUR DAVISR-M FU 13 — SPECIAL SIGN #1 Ts TRAFFIC SIGNAL CLOSED R 2 — SPECIAL SIGN #2 PLACE 2-PCMS AS DIRECTED BY THE ENGINEER MESSAGE TC BE APPROVED BY THE ENGINEER I L=com PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD OAKL NfD WATERFORD, MI 48328 COUNTY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 • ',did 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 2020-07-24 I/R DATE KEY PLAN 100% DESIGN REVIEW 50% DESIGN REVIEW DESCRIPTION PROJECT NUMBER 60594641 SHEET TITLE MAINTENANCE OF TRAFFIC PLAN SHEET NUMBER T-3.0 221 rl DAV s5u� G FD F4,27)t( 24,24 �� 4-->�-5,22�4,27 a 4 a 1.50" R�dlus, 0075" Border, Black on Orc�nge9 "DRVISBURG RD", C9 Table of widths end spoces D A V I S B U R G 4.27 2019 0.67 2050 0.23 2043 0068 0056 0.85 2018 0.84 2019 0.84 2019 0.84 2019 0.68 2.18 R D 4.00 2019 0.84 2019 4.27 0 z Q J d U H Q ry 0 W U z Q z W z Q 75 0 M 0 z Q re 0 N O O 0 Q U O U) 0 Q U O 0 cD ry D m co Q 0 It LO 0 cn U W 0 ry o_ ory c� 0 oU W o� N -0 75 20 _O W d Q c� W J > rr ..❑ O W z �0 o� �z N W O Q' N ry z�W Q�C6 r_ Qry 3:= ujU �U) =w U U) �D �U a c'o E �m J L.L 9u <--804 37.1 )r4 rf 38.1 15.9 T 3005 4 )r 29.7 18.7 29.5 I3I 26.1 T 19.0 T 44 )j3r-9.4 Jr L=com PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. 0.4-> MICHIGAN 1509 18.7 19.0 CLIENT [DAV FD C-OSF[D A -- AD -0--ow -D---Ou S- Ak-- \G XX XX XX -I I [3USI =SS - S 0-1-N I,( ) 14oG )°(4 48.3 2.6 300" Radius, 1.0" Border, Black on Orc�nge9 "DRVISBURG D9 "RO"9 D9 "CLOSED D9 "RHERD "DETOUR D, "STORTING D9 "XX/XX/XX D9 300" Radius, 100" Border, Blcnck on Orc�nge9 CD Ln -47 CD Lq co c9 (mil Ln co CD A W CO / co --4 1909 ,� 2.6 D9 7OLLOW"9 D9 "ALL" D9 "BUSINESSES", D; "OPEN", Dg Table of widths and spaces D A V I S B U R G 19.8 40z 1,1 5,0 0,4 405 1,1 1,0 1,4 4,0 104 4,0 1,4 4,1 1,4 4,0 1,1 401 R D 3,0 4,0 1,4 4,0 19,8 C L 0 S E D 18.7 4.z 1.1 3J 1.1 4.2 1.1 4.1 1.4 3.6 1.2 4.0 A H E A D 300 5az 1,1 4a1 1,4 3,6 0.8 5.z 1,1 4,0 18,7 F 0 L L 0 W 15.9 3e6 1e1 4.3 1e4 3e6 1e1 3e7 1.1 4e2 1e2 5e2 D E T 0 U R 4e0 4e1 1e4 3.6 0e8 3e6 1e1 4e3 1e4 4e0 1e4 4e0 15e9 S T A R T I N G 8,4 4,0 1.1 3,7 Z,4 5,0 1,1 4,0 1,2 3,6 1,1 1,z 1,4 4,0 1,4 4,1 X X / X X / X X 4.0 4.0 1.1 4.� �.4 4.6 �.3 4.1 1.1 4.� �.4 4.6 �.3 4.1 1.1 4.Z 8.4 A L L 2,6 500 1,2 306 1,2 3,6 B U S I N E S S E S 4e0 4e�1 1e4 4e1 1e4 4e0 1e4 lei 1e4 4ez 1e4 3.7 1e1 4e0 1e1 4e1 1e4 3e6 1e2 4.0 P E N 4eJ0 4e2 1e4 4eJ 1e5 3e6 let 4e1 2e6 OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD �AKL NfD WATERFORD, MI 48328 p 248.858.0906 TEL �' �-1 G A y CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 2020-07-24 I/R DATE KEY PLAN 100% DESIGN REVIEW 50% DESIGN REVIEW DESCRIPTION PROJECT NUMBER 60594641 SHEET TITLE MAINTENANCE OF TRAFFIC PLAN SHEET NUMBER T-3.1 222 M x N 0 2 U ry Q i n n I H 0 ry 6 CD z_ Q fy 0 N 0 0 0 Q U 0 rn U) 0 Q U 0 0 M cD ry D m co > Q c� rn LO 0 0 W U w 0 ry w o>_ �rr 00 NU ow N � 00 0-U _�6w M Q J w > orr M r--w oz �0 oz N w wry ry J Q w 0 UC6 zry >_ .0 =w U U) �U 0 c'o E �M J L.L GENERAL PROVISIONS THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MICHIGAN DEPARTMENT OF TRANSPORTATION (MDOT) 2020 STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION EXCEPT AS NOTED HEREIN AND IN THE PROPOSAL BOOK. THE TERM "ROAD COMMISSION" WHEN USED IN THE PROPOSAL AND THE PLANS SHALL MEAN THE BOARD OF COUNTY ROAD COMMISSIONERS OF THE COUNTY OF OAKLAND (RCOC). CONTRACT PLANS FOR THE PROJECT HAVE BEEN DEVELOPED AND PREPARED BY THE ROAD COMMISSION AND AECOM. IMMEDIATE PROJECT SUPERVISION AND INSPECTION WILL BE PERFORMED BY THE ROAD COMMISSION. DURING CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL NOT PERFORM WORK BY PRIVATE AGREEMENT WITH PROPERTY OWNERS ADJACENT TO THE PROJECT. WORK MAY BE ALLOWED WHEN REQUESTED BY LOCAL MUNICIPALITIES, BUT ONLY WITH THE WRITTEN CONSENT OF THE ENGINEER. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER TO COMPLY WITH ALL FEDERAL, STATE, AND LOCAL CODES FOR NOISE LEVELS, VIBRATIONS, OR ANY OTHER RESTRICTIONS WHILE REMOVING PAVEMENT OR FOR ANY OTHER CONSTRUCTION OPERATIONS WITHIN THIS CONTRACT TO BE INCLUDED IN THE RESPECTIVE ITEM OF WORK. IF THE WORK EXTENDS BEYOND THE SEASONAL SHUTDOWN IN THE ABSENCE OF ANY APPROVED EXTENSION OF TIME, NO COMPENSATION WILL BE DUE TO THE CONTRACTOR FOR ANY WINTER PROTECTION MEASURES THAT MAY BE REQUIRED BY THE ENGINEER. THE CONTRACTOR AND/OR HIS SUBCONTRACTOR SHALL NOTIFY "MISS DIG", THE ROAD COMMISSION AND THE MUNICIPALITY'S, FIRE, POLICE, AND PUBLIC WORKS DEPARTMENTS 3 WORKING DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION. IN ADDITION, 48 HOURS ADVANCED NOTIFICATION IS REQUIRED FOR ANY ROAD CLOSURES OR CHANGES IN CONSTRUCTION STAGING. NO USE OF PRIVATE PROPERTY BY THE CONTRACTOR OR ANY SUBCONTRACTORS SHALL OCCUR BEFORE THE PROJECT ENGINEER HAS WRITTEN AGREEMENT BETWEEN THE PROPERTY OWNER AND THE CONTRACTOR. THIS AGREEMENT MUST BE PROVIDED BY THE CONTRACTOR AND MUST BE NOTARIZED BY A PUBLIC NOTARY. IF SUCH USE DOES OCCUR BEFORE THE PROJECT ENGINEER HAS POSSESSION OF THE NOTARIZED AGREEMENT, THE PROJECT ENGINEER WILL ISSUE A NOTICE OF NON-COMPLIANCE SUSPENDING ALL WORK IMMEDIATELY UNTIL SUCH TIME AS A COPY OF THE WRITTEN, NOTARIZED PERMISSION IS SUBMITTED OR THE PROPERTY IN QUESTION HAS BEEN VACATED BY THE CONTRACTOR, OR ANY SUBCONTRACTORS, AND RESTORED TO ITS ORIGINAL CONDITION, WITH NO EXTENSION OF TIME OR ADDITIONAL COST FOR IDLE EQUIPMENT, DOWNTIME, ETC. TO THE ROAD COMMISSION FOR OAKLAND COUNTY. UTILITIES THE UTILITIES AND THEIR LOCATIONS SHOWN ON THE PLANS ARE DEEMED ACCURATE BUT NOT GUARANTEED. ALL WORK REQUIRED FOR LOCATING EXISTING UTILITIES IN ACCORDANCE WITH MICHIGAN PUBLIC ACT 174 OF 2013 SHALL NOT BE PAID FOR SEPARATELY. THE CONTRACTOR SHALL LOCATE ALL ACTIVE UNDERGROUND UTILITIES PRIOR TO STARTING WORK AND SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER AS TO ENSURE THAT THOSE UTILITIES NOT REQUIRING RELOCATION WILL NOT BE DISTURBED. CONCRETE, GRADE S2, SHALL BE USED TO ENCASE UTILITIES THAT ARE IN CLOSE PROXIMITY TO THE PROPOSED STORM SEWER CONSTRUCTION AS DIRECTED BY THE ENGINEER INCLUDED IN STORM SEWER PAY ITEMS. ALL STRUCTURES ARE TO BE OPENED BY THE CONTRACTOR FOR INSPECTION BY THE ENGINEER AND UTILITY REPRESENTATIVES FOR CONFIRMATION AND/OR CHANGE OF ADJUSTMENT AND RECONSTRUCTION QUANTITIES PRIOR TO BEGINNING ANY WORK. PAYMENT FOR INSPECTION OF STRUCTURES SHALL BE PAID AS PART OF THE STRUCTURE ADJUSTMENT ITEMS. WHEN WORK IS BEING PERFORMED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND UTILITY OWNER (UTILITY, CITY, OCWRC, ETC.) FOR INSPECTION. WORK SHALL NOT BE ACCEPTED UNTIL WRITTEN ACCEPTANCE IS RECEIVED FROM UTILITY OWNER. UNSOUND PORTIONS OF EXISTING STRUCTURES SHALL BE REPAIRED TO MAINTAIN STRUCTURAL INTEGRITY AND SHALL BE PAID FOR AS PUBLIC UTILITY STRUCTURE, ADJ, ADD DEPTH (FT). IF THE PLANS INDICATE AN EXISTING UNDERGROUND UTILITY IS OR WILL BE OUT OF SERVICE WITHIN THE LIMITS OF THIS CONTRACT, THE CONTRACTOR IS CAUTIONED TO TREAT SUCH A LINE AS IF IT WERE STILL IN SERVICE AND NOTIFY "MISS DIG" WHEN WORKING IN THE AREA OF THE OUT OF SERVICE FACILITY. ALL UTILITY STRUCTURE COVERS SHALL BE REPLACED WITHIN THE RECONSTRUCTION/REHABILITATION SECTIONS AND SHALL BE SUPPLIED BY THE UTILITY COMPANIES OR MUNICIPALITIES. THE CONTRACTOR SHALL CONTACT SPECIFIC UTILITY COMPANIES OR MUNICIPALITIES TO ARRANGE NEW STRUCTURE COVERS. THE FOLLOWING UTILITY COMPANIES HAVE FACILITIES WITHIN THE PROJECT LIMITS AND MAY BE RELOCATING OR REPLACING FACILITIES, WHICH MAY OR MAY NOT BE SHOWN ON THE PLANS IN CONJUNCTION WITH THE PROPOSED ROADWORK. THE CONTRACTOR OR SUBCONTRACTOR MAY BE REQUIRED TO COORDINATE THEIR OPERATIONS WITH THESE AND/OR OTHER UTILITIES AS DIRECTED BY THE ENGINEER. NO ADDITIONAL PAYMENT OF COMPENSATION WILL BE ALLOWED FOR THIS ACTIVITY. GAS CONSUMERS ENERGY ERNEST MARTYNIUK 4600 COOLIDGE HWY. ROYAL OAK, MICHIGAN 48073 (248) 433-5868 CONSUMERS ENERGY CHERIPAYNE 14500 DIXIE HWY. HOLLY, MICHIGAN 48442 (248) 497-5771 CONSUMERS ENERGY CHRIS SCHNEIDER 11801 FARMINGTON ROAD LIVONIA, MI 48150 (734) 513-6277 CONSUMERS ENERGY BOB MCLACHLAN 1000 GRAND OAKS DRIVE HOWELL, MI 48843 (517)545-8737 FOR EMERGENCIES, CALL 1-800-477-5050 NOTE: GAS FACILITIES SHALL BE PROTECTED AND SUPPORTED PER THE FACILITIES OWNER STANDARDS. DTE GAS DAVE ORZEL ONE ENERGY PLAZA DETROIT, MI 48826 (313 )235-1135 ENBRIDGE ENERGY BRANDON WAGNER 9185 PARSHALLVILLE RD. FENTON, MI 48430 (810) 629-1461 BUCKEYE PARTNERS, L.P. TIM NEWMAN TNEWMAN(cDBUCKEYE.COM ONE GREENWAY PLAZA, SUITE 600 HOUSTON, TX 77046 (832) 615-8600 TELECOMMUNICATIONS AT&T MATT SLIWA MS6913@ATT.COM 54 N. MILL ST PONTIAC, MICHIGAN 48342 BUS: (248) 456-0829 CELL: (248) 877-0762 FOR EMERGENCIES, CALL 1-800-515-7272 NOTE: AT&T STRUCTURES WILL BE ADJUSTED BY OTHERS. THE CONTRACTOR SHALL COORDINATE THEIR WORK WITH AT&T. CHARTER COMMUNICATIONS JOHN TOTH 7273 DAVISON RD DAVISON, MI 48423 (810) 658-5145 CENTURYLINK DAVE HUCKFELDT DAVE.HUCKFELDT(c)LUMEN.COM 100 S. CINCINATTI AVE., SUITE 1200 TULSA, OK 74103 (517) 812-2592 FIBERLINK JOEL JARVIS P.O BOX 701 LAPEER, MI 48446 (810) 667-2891 VERIZON MICHAEL BRUNING MICHAEL.BRUNING@VERIZONWIRELESS.COM 1366 DUBLIN ROAD COLUMBUS, OH 43215 BUS: (614) 921-8636 CELL: (248) 794-7906 COMCAST CABLE MIKE MARLOW 25626 TELEGRAPH ROAD SOUTHFIELD, MICHIGAN 48033 (313) 304-9996 OAKLAND COUNTY DEPARTMENT OF INFORMATION TECHNOLOGY TROY DEATHERAGE, DEPUTY DIRECTOR 1200 N. TELEGRAPH ROAD BLDG. 49 WEST PONTIAC, MICHIGAN 48341-0421 (248) 585-5269 COUNTY DRAIN, WATER, AND SEWERAGE OFFICE OF THE OAKLAND COUNTY WATER RESOURCE COMMISSIONER BRIAN BENNETT, P.E. 1 PUBLIC WORKS DRIVE WATERFORD, MICHIGAN 48328 MAIN: (248) 858-0958 DIRECT: (248) 452-9194 NOTE: WATER SHUTOFFS, OTHER THAN SHUTOFFS INCLUDED IN HYDRANT RELOCATIONS, SHALL BE LOCATED OR ABANDONED BY THE APPROPRIATE MUNICIPALITY'S DEPARTMENT OF PUBLIC WORKS (DPW). SANITARY HOUSE LEADS NEED TO BE VERIFIED IN THE FIELD. AS BUILT INFORMATION DOES NOT INCLUDE HOUSE LEADS. CONSTRUCT SANITARY SEWER ACCORDING TO OAKLAND COUNTY WATER RESOURCES COMMISSIONER SPECIFICATIONS AND DETAILS. SALVAGE EXISTING SANITARY SEWER STRUCTURE COVERS. WATER DETROIT WATER AND SEWER DEPARTMENT DALE ECHOLS, ESS RTA NORTH ADMINISTRATION BUILDING CENTRAL SERVICES FACILITY - CSF, DWSD ENGINEERING 1ST FLOOR 6425 HUBER ST. DETROIT, MI 48213 (313) 267-4857 SOUTHEASTERN OAKLAND COUNTY WATER AUTHORITY (SOCWA) BOB JACKOVICH 3910 W. WEBSTER ROYAL OAK, M 148073 MAIN: (248) 288-5150 CELL: (248) 229-9815 FAX: (248) 288-7527 NOTE: SOCWA WILL PROVIDE NEW COVERS FOR THEIR STRUCTURES. THE Know what's below. Call before you dig. CONTRACTOR SHALL NOTIFY THE SOCWA REPRESENTATIVE TO OBTAIN THE COVERS AND REPLACE STRUCTURE COVERS BEING ADJUSTED WITHIN THE PROJECT LIMITS. ELECTRIC DTE ENERGY CARL FORD 2000 SECOND AVE. - RM. 518 S.B. DETROIT, MICHIGAN 48226 (248) 427-2937 FOR EMERGENCIES, CALL 1-800-477-5050 NOTE: EXISTING STREET LIGHTS WILL BE REMOVED OR RELOCATED BY OTHERS. THE ENGINEER SHALL COORDINATE THE REMOVAL WITH DETROIT EDISON COMPANY AND THE APPROPRIATE MUNICIPALITY PRIOR TO CONSTRUCTION OF THE PROJECT. TRAFFIC SIGNALS ROAD COMMISSION FOR OAKLAND COUNTY TRAFFIC OPERATIONS CENTER STEVE WHEELER 1200 N. TELEGRAPH, WEST 49 PONTIAC, MI 48341 (248) 858-7250 PERMITS AND FEES UTILITIES THE COUNTY & TOWNSHIP HAVE APPLIED FOR ALL NECESSARY PERMITS. THE CONTRACTOR SHALL BE REQUIRED TO FULFILL ANY/ALL REQUIREMENTS TO OBTAIN THE NECESSARY PERMITS PRIOR TO WORK ON FACILITIES AS OUTLINED IN THE SPECIAL PROVISION "PERMIT AND INSPECTION FEES." PRIOR TO WORK ON FACILITIES BELONGING TO THE PERMIT AGENCIES, A MINIMUM OF 72 HOUR NOTICE MUST BE GIVEN IN ORDER TO INSURE PROPER INSPECTION BY THE RESPECTIVE AGENCIES. THE CONTRACTOR SHALL BE REQUIRED TO OBTAIN ALL NECESSARY PERMITS PRIOR TO WORK ON THE FOLLOWING: AT&T COMCAST DTE ENERGY ELECTRIC MUNICIPALITIES CHARTER TOWNSHIP OF SPRINGFIELD ROAD COMMISSION OF OAKLAND COUNTY MDOT RAILROAD CANADIAN NATIONAL RAILWAY Attn: Thomas Brasseur, Manager of Public Works thomas.brasseur@cn.ca 1-800-465-9239 RIGHT-OF-WAY / REAL ESTATE ROAD RIGHT-OF-WAY SHOWN ON THE PLANS ARE FROM OAKLAND COUNTY'S INFORMATION TECHNOLOGY DEPARTMENT, GEOGRAPHICAL INFORMATION SYSTEM (GIS) UNIT AND DEEMED ACCURATE BUT NOT GUARANTEED. TRAFFIC SAFETY TEMPORARY (CONSTRUCTION) TRAFFIC CONTROL CLOSED TO THROUGH TRAFFIC TRAFFIC WILL BE CLOSED TO THROUGH TRAFFIC IN ACCORDANCE WITH THE CONSTRUCTION SIGNING DIAGRAM AND THE ROAD COMMISSION FOR OAKLAND COUNTY SPECIAL PROVISION FOR "MAINTAINING TRAFFIC" IN THE PROPOSAL. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER THAT LOCAL TRAFFIC AND EMERGENCY VEHICLES SHALL HAVE ACCESS WITHIN THE PROJECT AT ALL TIMES IN A MANNER APPROVED BY THE ENGINEER. THIS SHALL BE INCLUDED IN THE COST OF THE PROJECT. ADDITIONAL SIGNS AND BARRICADES NECESSARY TO PROTECT TRAFFIC, AS DIRECTED BY THE ENGINEER, SHALL BE PAID FOR BY THEIR APPROPRIATE PAY ITEM. HOWEVER, ADDITIONAL DEVICES FOR CONTRACTOR CONVENIENCE, AS DETERMINED BY THE ENGINEER, WILL NOT BE PAID FOR. THE CONTRACTOR SHALL PLACE AND MAINTAIN THE REQUIRED BARRELS, BARRICADES, AND/OR CHANNELIZATION DEVICES AT ALL PAVEMENT EDGE DROP-OFFS GREATER THAN 2 INCHES TO PROTECT TRAFFIC AND THE WORK PER APPLICABLE MDOT STANDARD DETAILS AS DIRECTED BY ENGINEER. LC0 M PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS0114irij,61. _T1 2800 WATKINS LAKE ROAD OAKLAND WATERFORD, MI 48328 COUN'IY 248.858.0906 TEL M C "' G ^ " CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX .. , CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 2020-07-24 I/R DATE KEY PLAN 100% DESIGN REVIEW 50% DESIGN REVIEW DESCRIPTION PROJECT NUMBER 60594641 SHEET TITLE GENERAL NOTES SHEET NUMBER RD-1 .1 223 ❑ Q' C� z_ Q fy ❑ N 0 0 0 Q U 0 rn U) Q U 0 0 m CD ry D m co > Q ❑ c� It rn LO 0 0 W U w 0 ry w orr 00 NU oW 00 0-U _�6w m Q J w > orr ow z �0 oz N w wry ry J Q w>> 0 UC6 zry >_ .0 =w U U) �U 0 c'o E cnm J L.L w co cYi N 0 co U) w 0 z J Q ry w z w C3 U 0 U ry M 0 MAINTAINING TRAFFIC SHALL BE INCLUDED IN THE COST OF TRAFFIC CONTROL ITEMS DURING CONSTRUCTION OF THE PROJECT. THE FOLLOWING TRAFFIC CONTROL MEASURES HAVE BEEN INCORPORATED IN THIS PROJECT AS PAY ITEMS AS DIRECTED BY THE ENGINEER. MAINTENANCE GRAVEL (TON) BARRICADE, TYPE III, HIGH INTENSITY, DOUBLE SIDED, LIGHTED, FURN (EA) BARRICADE, TYPE III, HIGH INTENSITY, DOUBLE SIDED, LIGHTED, OPER (EA) DUST PALLIATIVE, APPLIED (TON) MINOR TRAF DEVICES (LSUM) PLASTIC DRUM, FLUORESCENT, FURN (EA) PLASTIC DRUM, FLUORESCENT, OPER (EA) SIGN, TYPE B, TEMP, PRISMATIC, FURN (SFT) SIGN, TYPE B, TEMP, PRISMATIC, OPER (SFT) SIGN, TYPE B, TEMP, PRISMATIC, SPECIAL, FURN (SFT) SIGN, TYPE B, TEMP, PRISMATIC, SPECIAL, OPER (SFT) PEDESTRIAN TYPE II BARRICADE, TEMP (EA) SIGN, PORTABLE, CHANGEABLE MESSAGE, FURN (EA) SIGN, PORTABLE, CHANGEABLE MESSAGE, OPER (EA) MAINTENANCE GRAVEL (TON) HAS BEEN INCLUDED IN THE PROJECT TO BE USED AS DIRECTED BY THE ENGINEER TO MAINTAIN VEHICULAR AND PEDESTRIAN TRAFFIC WITHIN THE PROJECT. DUST PALLIATIVE, APPLIED (TON) HAS BEEN INCLUDED IN THE PROJECT TO BE USED AS DIRECTED BY THE ENGINEER TO CONTROL DUST WITHIN THE PROJECT LIMITS. TO MAINTAIN STREET APPROACH ACCESS, CONSTRUCT TEMPORARY HMA RAMP WHEN DIRECTED BY ENGINEER TO MAINTAIN A SMOOTH RIDE QUALITY. REFER TO DETAIL IN THE PLANS FOR ITEMS OF WORK AND PAY ITEMS. VARIATION 1 PART -WIDTH CONSTRUCTION OR PAVEMENT GAPPING AT COMMERCIAL/RESIDENTIAL DRIVEWAYS AND SIDE STREET APPROACHES TO MAINTAIN ACCESS SHALL BE INCLUDED IN THE COST PAVING PAY ITEMS. PERMANENT TRAFFIC CONTROL THE PAY ITEM, "SINUSOIDAL CORRUGATIONS, MILLED, HMA CENTERLINE, RCOC (FOOT)" OR "SINUSOIDAL CORRUGATIONS, MILLED, CONC CENTERLINE, RCOC (FOOT)" IS INCLUDED IN THIS PROJECT. CENTERLINE CORRUGATIONS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE PROPOSAL AND MDOT STANDARD PLAN SERIES R-112 AS DIRECTED BY THE ENGINEER, EXCEPT THAT CENTERLINE CORRUGATIONS SHALL BE CONSTRUCTED ALONG PORTIONS OF THE ROADWAY WHERE THE POSTED SPEED OF THE ROADWAY IS 45 MILES PER HOUR OR GREATER. CENTERLINE CORRUGATIONS SHALL NOT BE CONSTRUCTED WHERE THE POSTED SPEED OF THE ROADWAY IS 40 MILES PER HOUR OR LESS. EARTHWORK PEAT EXCAVATION IN EXCAVATION, PEAT (CYD) AREAS (METHOD A-1) NOT REQUIRING FABRIC APPLICATIONS, THE CONTRACTOR MAY ELECT TO FILL BETWEEN EXISTING GROUND ELEVATION AND THE PROPOSED EARTH GRADE WITH SUITABLE EXCAVATED SURPLUS MATERIALS AS APPROVED BY THE ENGINEER. VARIATION 1 THESE SURPLUS MATERIALS INCORPORATED INTO MAKING EXCAVATION, PEAT FILLS SHALL NOT BE PAID FOR AS BACKFILL, SWAMP (CYD) BUT SHALL BE INCLUDED IN EXCAVATION, EARTH (CYD). THE ADJUSTMENT IN THE CONTRACT WILL BE ALLOWED FOR INCREASES OR DECREASES IN PLAN QUANTITIES. VARIATION 2 THESE SURPLUS MATERIALS INCORPORATED INTO MAKING GRADE SHALL BE PAID AS PART OF EMBANKMENT, CIP (CYD). NO ADJUSTMENT IN THE CONTRACT WILL BE ALLOWED FOR INCREASES OR DECREASES IN PLAN QUANTITIES. BACKFILL, SWAMP (CYD) IS SET UP AS A SEPARATE PAY ITEM AND IS TO BE USED IN ALL AREAS OF EXCAVATION, PEAT (CYD) THAT REQUIRES FABRIC APPLICATION. BACKFILL, SWAMP (CYD) SHALL BE UTILIZED TO AN ELEVATION OF 2.0 FEET ABOVE EXISTING GRADE. BACKFILL BEYOND THIS 2.0 FOOT LIMIT SHALL BE PAID AS EMBANKMENT, CIP (CYD). THE CONTRACTOR SHALL DISPOSE OF ALL EXCAVATED PEAT AT AN UPLAND SITE OUTSIDE OF THE PROJECT LIMITS, AS APPROVED BY THE ENGINEER. NO SEPARATE PAYMENT WILL BE MADE FOR LOADING, HAULING, OR DISPOSING OF THE EXCAVATED UNSUITABLE MATERIALS, BUT SHALL BE INCLUDED IN THE COST OF EXCAVATION, PEAT (CYD) GRADING ALL NATURAL SOIL LEFT IN PLACE, IN CUT SECTIONS, SHALL BE COMPACTED TO NOT LESS THAN 95 PERCENT OF MAXIMUM UNIT WEIGHT TO A MINIMUM DEPTH OF 12 INCHES. THE LIMIT OF EARTH DISTURBANCE SHALL BE THE SLOPE STAKE LINE UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ALL SLOPES SHALL BE CLASS A SLOPES. AREAS DISTURBED BY THE CONTRACTOR OR SUBCONTRACTOR SHALL BE RESTORED AS SPECIFIED IN THE SOIL EROSION AND SEDIMENTATION CONTROL PLANS OR DIRECTED BY THE ENGINEER. NO ADDITIONAL PAYMENT OR COMPENSATION WILL BE ALLOWED FOR AREAS DISTURBED OUTSIDE THE SLOPE STAKE LINE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE PROPERTY BEYOND THE SLOPE STAKE LINE, INCLUDING EXISTING FENCING, LAWN, TREES, SHRUBBERY, PAVEMENT AND SIDEWALKS. AGGREGATES WATER REQUIRED FOR COMPACTION SHALL BE INCLUDED IN THE COST OF EARTHWORK PAY ITEMS. CURB AND PAVEMENT REMOVAL THE REMOVAL OF INTEGRAL CURB AND GUTTER SHALL BE PAID FOR AS PAVT, REM (SYD). SAWING FOR PAVEMENT REMOVAL TO THE DEPTH REQUIRED FOR NEAT REMOVAL OF PAVEMENTS OR CURBS SHALL BE INCLUDED IN THE REMOVAL ITEM. SAWING DEPTH SHALL BE ADEQUATE TO PREVENT SPALLING, CHIPPING OR DAMAGE TO EXISTING PAVEMENT EDGES LEFT IN PLACE AS DIRECTED BY THE ENGINEER. THE LOCATION OF ALL CURB REMOVAL, PROPOSED CURB, AND CURB DROPS SHOWN ON THE PLANS ARE TO BE VERIFIED IN THE FIELD BY THE ENGINEER PRIOR TO CONSTRUCTION. SUBGRADE UNDERCUTTING FINAL QUANTITY AND LOCATIONS FOR SUBGRADE UNDERCUTTING, OF ALL TYPES, IS AN ESTIMATED QUANTITY AND WILL BE DETERMINED DURING CONSTRUCTION BY THE ENGINEER. THE SOIL REPORT SHOWS THAT THERE IS BURIED TOP SOIL THAT MAY IMPACT THE ROADWAY FOUNDATION AND UNDERCUTTING OF THE SUBGRADE MAY BE REQUIRED. AS DIRECTED BY THE ENGINEER, THIS MATERIAL IS TO BE EXCAVATED BY UNDERCUTTING PAY ITEMS. =1LTA I-T_1►INLh1=1►k1 EMBANKMENT REQUIRED FOR SIDEWALK CONSTRUCTION IS INCLUDED IN THE COST OF EXCAVATION, EARTH, RCOC (SYD). EMBANKMENT REQUIRED FOR ROADWAY CONSTRUCTION, INCLUDING BUT NOT LIMITED TO BACKFILL BEHIND BACK OF CURB AND NEW SUBGRADE, IS PAID FOR SEPARATELY AS EMBANKMENT, CIP (CYD). EARTH EXCAVATION WHEN THE PROJECT IS OPEN TO THROUGH TRAFFIC, ROADWAY EXCAVATION ON BOTH SIDES OF THE ROAD AT THE SAME TIME WILL NOT BE PERMITTED. THE CONTRACTOR SHALL BRING ONE SIDE UP TO THE EXISTING EDGE WITH PAVING MATERIALS PRIOR TO BEGINNING EXCAVATION OPERATIONS ON THE OTHER SIDE. PART WIDTH CONSTRUCTION WILL NOT BE PAID FOR SEPARATELY. EXCAVATION DROP-OFFS GREATER THAN 8 INCHES SHALL BE PROTECTED BY 4 FT TALL ORANGE PLASTIC SAFETY FENCE (SNOW FENCE) SECURELY ATTACHED TO GROUND DRIVEN STAKES WHEN LEFT OVERNIGHT. SAFETY FENCING SHALL BE MAINTAINED UNTIL AREA IS WITHIN 8 INCHES OF ADJACENT GRADE. PAYMENT FOR THIS WORK IS INCLUDED IN MINOR TRAF DEVICES (LS). EXCAVATION, EARTH, RCOC (SYD) QUANTITY IS USED FOR DRIVEWAYS, SIDE STREETS, SIDEWALK CONSTRUCTION AND OTHER AREAS DESIGNATED ON THE PLANS. THIS PAY ITEM INCLUDES EMBANKMENT, AND ALL COSTS ASSOCIATED WITH IT. THE EXCAVATION, EARTH (CYD) QUANTITY IS USED FOR ROADWAY CONSTRUCTION AS SHOWN ON THE TYPICAL CROSS SECTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE TEMPORARY STORAGE AREAS FOR EXCAVATION, EARTH, RCOC (SYD) OR EXCAVATION, EARTH (CYD) WHICH MAY BE USED AS EMBANKMENT MATERIAL IN OTHER AREAS IF IT IS SUITABLE MATERIAL AS DETERMINED BY THE ENGINEER. ANY EXTRA HANDLING OF EXCAVATED MATERIAL IS CONSIDERED INCLUDED IN THE THESE PAY ITEMS. WHERE EMBANKMENT, CIP (CYD) IS PLACED, ALL VEGETATION AND TOPSOIL WILL BE REMOVED PRIOR TO PLACEMENT. THE REMOVAL WILL BE PAID FOR AS EXCAVATION, EARTH (CYD). A QUANTITY, BASED UPON AN ASSUMED REMOVAL DEPTH OF 6 INCHES, HAS BEEN INCLUDED IN THE PLAN QUANTITY FOR EXCAVATION, EARTH (CYD). IF THE DEPTH IS PREDOMINANTLY LESS THAN 6 INCHES, PLAN QUANTITY WILL NOT BE CHANGED. IF THE DEPTH IS PREDOMINANTLY MORE THAN 6 INCHES, CHANGES WILL BE MADE IN ACCORDANCE WITH SECTION 109.01.A. ILl1V_1;+'iV/=11WUx01I=9291=[0%]zkr1Llri11►/_11IIQi! TO PREVENT THE SPREAD OF INVASIVE SPECIES THROUGHOUT THE PROJECT AREA, ALL EQUIPMENT AND PERSONAL PROTECTIVE EQUIPMENT MUST BE WASHED FOLLOWING THE MICHIGAN DEPARTMENT OF NATURAL RESOURCES (MDNR) QUALITY OF LIFE (QOL) POLICY AND PROCEDURE FOR INVASIVE SPECIES DECONTAMINATION FOR FIELD OPERATIONS (QOL-2-2014). EQUIPMENT MUST BE WASHED PRIOR TO THE START OF THE PROJECT; AND IMMEDIATELY AFTER ENCOUNTERING INVASIVE SPECIES ALONG THE PROJECT CORRIDOR. THIS WORK WILL BE PAID FOR AS PART OF MOBILIZATION, MAX. _ (LSUM). SEE THE FOLLOWING LINK FOR MORE INFORMATION: HTTPS://WWW.M ICHIGAN.GOV/DOCUMENTS/DEQ/QOL- WRD-POLICY-INVASIVE-SPECIES-DECONTAMINATION 476846 7.PDF SOIL BORINGS AND PAVEMENT CORES THE SOIL BORINGS LOGS DEPICT POINT LOCATIONS AND DO NOT INFER THAT THE SURFACE OR SUBSURFACE CONDITIONS ARE THE SAME IN OTHER AREAS. BORINGS AND PAVEMENT CORES LOCATIONS ARE SHOWN ON THE PLANS. SOIL AND CORE LOGS ARE INCLUDED IN THE SPECIFICATIONS. SOIL BORINGS AND PAVEMENT CORES BY: SOMAT ENGINEERING, INC. PROJECT NUMBER 2021053A, TAKEN ON 6/28/2021 & 710112021 GUARDRAIL POSTS PLACED WITHIN 3' OF EXISTING CULVERTS SHALL BE CONSTRUCTED IN HAND AUGURED HOLES AND SHALL NOT BE DRIVEN TO PREVENT DAMAGE TO CULVERTS. PAVING NEW OR ADJUSTED STRUCTURES WITHIN THE HMA OR CONCRETE ROADWAY SHALL BE BACKFILLED WITH GRANULAR MATERIAL CLASS II UP TO THE SUBGRADE ELEVATION, OR TO AN ELEVATION DETERMINED BY THE ENGINEER. AFTER FINAL ADJUSTMENT OF THE STRUCTURE TO THE PROPOSED ELEVATION, THE VOID AREA AROUND THE STRUCTURE SHALL BE COMPLETELY BACKFILLED WITH CONCRETE MIXTURE AS DIRECTED BY THE ENGINEER, TO PROVIDE A STABLE BASE AROUND THE STRUCTURE WHICH SHALL BE INCLUDED IN THE COST OF THE NEW OR ADJUSTMENT ITEM. A MINIMUM 24 HOURS CURE TIME SHALL BE PROVIDED PRIOR TO BEGINNING PAVING OPERATIONS IN THESE AREAS. IF EXISTING REINFORCING STEEL, TIE BARS, OR OTHER STEEL IS ENCOUNTERED DURING THE MILLING OF THE EXISTING PAVEMENT, IT SHALL BE REMOVED BY THE CONTRACTOR AS DIRECTED BY THE ENGINEER AND THE COST OF REMOVAL SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE COST OF MILLING. HMA PAVING ALL LONGITUDINAL JOINTS SHALL BE CONSTRUCTED WITH THE USE OF A JOINT MATCHING SHOE. QUANTITY FOR PAVED SHOULDERS IS INCLUDED IN MAINLINE HMA PAVING PAY ITEMS. CONSTRUCTION JOINTS AT EXISTING SURFACES SHALL BE BUTT JOINTS. VARIATION 1 FEATHERED JOINTS WILL NOT BE ALLOWED WHEN CONSTRUCTING DRIVE APPROACHES. VARIATION 2 FEATHERED JOINTS ARE ALLOWED WHEN CONSTRUCTING DRIVE APPROACHES. REMOVING HMA PATCHES THAT MAY COMPROMISE THE PERFORMANCE OF THE OVERLAY (501.03.C.7), THAT ARE NOT OTHERWISE CALLED OUT ON THE PLANS, SHALL BE DIRECTED TO BE DONE AS DIRECTED BY THE ENGINEER AND BE REMOVED AND PAID FOR AS COLD MILLING HMA SURFACE (SYD). THE INSTALLATION OF INLET PROTECTION DEVICES FOR PROTECTION OF DRAINAGE STRUCTURES DURING CONSTRUCTION IN ACCORDANCE WITH SECTION 208 (403.03.A.9) IS NOT REQUIRED FOR MILLING OR HMA OPERATIONS. HMA FOR AUXILIARY, TAPER LANES, AND RADIAL SURFACES WITHIN CROSSROADS SHALL BE CONSIDERED AS PART OF MAINLINE PAVEMENT QUANTITIES AS SHOWN ON PLANS. SEE HMA APPLICATION ESTIMATE AND DETAILS FOR MORE INFORMATION. HMA FOR RADIAL SURFACES (SPRING LINE TO SPRING LINE) AT DRIVEWAYS, AND SIDE STREETS ARE PAID FOR AS PART OF DRIVEWAYS AND SIDE STREETS QUANTITIES AS SHOWN ON PLANS. SEE HMA APPLICATION ESTIMATE AND DETAILS FOR MORE INFORMATION. TO THE GREATEST EXTENT POSSIBLE, AND TO MINIMIZE THE TRAPPING OF WATER BETWEEN SURFACE ELEVATION DIFFERENTIALS, THE STAGING OF THE PAVEMENT MILLING OPERATION SHALL START ON THE OUTER LANES AND PROGRESS TO CONTIGUOUS LANES TOWARD THE CONSTRUCTION CENTERLINE. FURTHERMORE, THE HMA PAVING WIDTH PLACED IN MULTIPLE PASSES, SHALL PROGRESS FROM THE CONSTRUCTION CENTERLINE TOWARD THE OUTER LANES. THE ENGINEER MAY DIRECT THAT DRIVEWAYS, CULVERTS, SEWERS, OR OTHER CONSTRUCTION BE CONSTRUCTED PART -WIDTH AT A TIME TO MAINTAIN TRAFFIC OR PEDESTRIAN ACCESS. THIS SHALL NOT BE A BASIS FOR ANY ADDITIONAL COMPENSATION OR EXTENSION OF TIME. CONCRETE PAVING THE CONTRACTOR SHALL NOT BE PERMITTED TO SUBSTITUTE INTEGRAL CURB AND GUTTER FOR SEPARATE CURB AND GUTTER WHEN SPECIFIED ON THE PLANS. REPLACEMENT CURB TO BE EXPANSION ANCHOR TIED TO ADJACENT EXISTING CURB OR A FIBER JOINT PLACED AS DIRECTED BY THE ENGINEER PER ADJACENT EXISTING JOINT Know what's below. Call before you dig. PATTERN. ANY RANDOM, IRREGULARLY CRACKED NEW CONCRETE PAVEMENT OR CONCRETE CURB AND GUTTER THAT OCCURS BEFORE THE PAVEMENT IS OPENED TO TRAFFIC SHALL BE REMOVED AND REPLACED AT THE SOLE EXPENSE OF THE CONTRACTOR PRIOR TO OPENING THE PAVEMENT TO TRAFFIC. TIME OF APPLICATION OF CURING COMPOUND PLACE THE CURING COMPOUND WITHIN 30 MINUTES OF SCREEDING AND FLOATING THE FRESH CONCRETE PAVEMENT SURFACE OR WITHIN 15 MINUTES AFTER THE SHEEN FROM BLEED WATER HAS DISSIPATED, WHICHEVER IS GREATER. WHERE APPLICABLE, APPLY THE SECOND COAT AFTER THE FIRST COAT DRIES, BUT DO NOT ALLOW MORE THAN 2 HOURS BETWEEN COATS. TEMPORARILY SUSPEND PAVING OPERATIONS IF IT IS OBSERVED THAT THE MAXIMUM TIME LIMITATIONS BETWEEN FINISHING AND CURING, DESCRIBED ABOVE, HAVE BEEN EXCEEDED. PLACE THE CURING COMPOUND ON THE EDGES WITHIN 30 MINUTES AFTER PERMANENT REMOVAL OF CURING BLANKETS. IF FIXED -FORMS ARE REMOVED WITHIN 7 DAYS AFTER CONCRETE PLACEMENT, COAT THE SIDES OF THE PAVEMENT WITH CURING COMPOUND AFTER REMOVING THE FORMS. MANUALLY OPERATED PRESSURE -TYPE SPRAYERS MAY BE USED TO COAT THE SIDES OF FORMED PAVEMENT WITH CURING COMPOUND, AS APPROVED BY THE ENGINEER. DRAINAGE FEATURES GENERAL IF AND WHEN STORM DRAINAGE SYSTEM A, B, C, ETC. ARE REFERENCED IN THESE PLANS OR OTHER CONTRACT DOCUMENTS, IT REFERENCES THE ENTIRE SYSTEM OF STRUCTURES AND PIPES THAT ARE PREFIXED WITH THE CORRESPONDING LETTER. FOR EXAMPLE, A2, A2.1, AND A2.1W ARE ALL STRUCTURES THAT ARE PART OF "DRAINAGE SYSTEM A." THE CONTRACTOR IS TO EXERCISE CARE TO AVOID SILTING OF WATERS OF THE STATE DURING CONSTRUCTION, PROVISIONS WILL BE MADE FOR CONTROL OF EROSION ON SHOULDERS AND SLOPES BY MEANS OF SEEDING, SODDING OR OTHER ACCEPTABLE METHODS ALLOWED BY MDEQ PERMITS. WATER LEVEL IS SUBJECT TO CHANGE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION OF WATER LEVELS THAT EXIST DURING CONSTRUCTION. EXCAVATED MATERIAL SHALL NOT BE TEMPORARILY STORED IN THE 100 YEAR FLOOD PLAIN OR WETLAND. EXCAVATED MATERIAL MUST NOT BE ALLOWED TO ERODE INTO THE RIVER. THE CONTRACTOR SHALL NOT STORE EXCAVATED MATERIAL WITHIN THE CONSTRUCTION AREA. PROPOSED CULVERTS SHALL BE MEASURED IN THE FIELD BY THE CONTRACTOR TO VERIFY PROPOSED CULVERT SIZE LENGTH AND TYPE BEFORE ORDERING CULVERTS FOR THE PROJECT. PIPE CULVERTS AND STORM SEWERS ALL STORM SEWER PIPES SHALL BE REINFORCED CONCRETE PIPE (RCP) WITH THE SIZE AND CLASS AS SHOWN IN THE PLANS. ALL SEWER TRENCHES SHALL BE BACKFILLED OR OTHERWISE PROTECTED BY THE END OF THE WORK DAY TO PROTECT LOCAL TRAFFIC AND PEDESTRIANS AS DIRECTED BY THE ENGINEER WHICH SHALL BE INCLUDED IN THE SEWER CONSTRUCTION. INCREASED OR DECREASED WORK REQUIRED BY CHANGES IN SEWER OR CULVERT ELEVATIONS OF TWO FEET OR LESS WILL NOT BE CONSIDERED AS A BASIS FOR AN ADJUSTMENT IN CONTRACT UNIT PRICE. WHEN END SECTIONS ARE SHOWN ON CULVERTS AND SEWER STUBS; STATION, OUT AND INVERTS ARE GIVEN AT END SECTION LIP. THE CALLOUT FOR PIPE LENGTH AND PIPE GRADE ON PLAN OR PROFILE INCLUDES THE LENGTH OF THE END SECTION PER MDOT STANDARD PLANS. HOWEVER, ACTUAL PIPE PAY LENGTH SHALL DEDUCT THE "L" LENGTH OF END SECTION IN ACCORDANCE WITH MDOT STANDARD PLANS R-88 SERIES FOR STEEL END SECTION OR THE "D" LENGTH OF END SECTION IN ACCORDANCE WITH MDOT STANDARD PLAN R-86 FOR PRECAST CONCRETE END SECTION FOR PIPE CULVERT. LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES SHOWN ON THE PLANS SHALL BE VERIFIED BY THE CONTRACTOR WITH THE UTILITY OWNERS, AND MAY REQUIRE EXPOSING THE UTILITY. EXPLORATION FOR EXISTING UTILITIES SHALL BE INCLUDED IN THE COST OF CONSTRUCTION OF THE RELATED PAY ITEMS. STRUCTURES (MAINLY DR. STRUCTURES) FINAL ADJUSTMENTS OF ALL STRUCTURES BOTH NEW AND EXISTING SHALL BE MADE PRIOR TO PLACING THE FINAL SURFACE COURSE OF HMA. STRUCTURE RIM SHALL BE WITHIN 0.25 INCHES OF FINAL ELEVATION OF HMA OR CONCRETE PAVEMENT USING THE 10 FOOT STRAIGHT EDGE METHOD. CORRECTIONS TO MEET THIS TOLERANCE ARE AT THE CONTRACTOR'S COST. WHEN EXCAVATING FOR UTILITY CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO: LC0 m PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 0114i4jl� 2800 WATKINS LAKE ROAD I WATERFORD, MI 48328 OAKLAND COUN" I Y 248.858.0906 TEL M C "' G ^ " CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX .. , CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 2020-07-24 I/R DATE KEY PLAN 100% DESIGN REVIEW 50% DESIGN REVIEW DESCRIPTION PROJECT NUMBER 60594641 SHEET TITLE GENERAL NOTES SHEET NUMBER RD-1 .2 224 M x N 0 2 U ry Q C� z_ Q ry 0 N 0 0 0 Q U 0 rn U) O 0 Q U 0 0 m CD ry D m co Q c� LO 0 0 W U w 0 ry w o� �ry 00 CIA N C' 00 0-U _�6w m Q J w > ry I? M i ow z �0 N oz w wry ry J Q w>> 0 UC6 zry >= .0 =w U U) �U 0 c'o E �m J L.L w co &i N 0 co U) w 0 z J Q 0, w z w C3 U 0 U M 0 BEFORE EACH DAYS WORK, OR WHEN MOVING TO A NEW AREA OF WORK, DETERMINE AND EVALUATE THE LOCATION OF ALL UNDERGROUND FACILITIES IN THE AREA. IF LOCATION STAKES HAVE BEEN REMOVED OR DO NOT APPEAR CORRECT, THE CONTRACTOR SHALL NOT EXCAVATE UNTIL ALL UTILITIES HAVE HAD AN OPPORTUNITY TO CHECK THEIR LOCATIONS. ANY DELAYS INCURRED, DUE TO CHECKING OR RESTAKING OF UTILITIES, SHALL NOT BE A BASIS FOR ADDITIONAL COMPENSATION OR TIME. WHEN EXCAVATING FOR UTILITY CONSTRUCTION, THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE EXISTING GAS, WATER AND SANITARY FACILITIES, BY THE USE OF SHEETING OR OTHER METHODS AS APPROVED BY THE ENGINEER, INCLUDED IN THE SEWER CONSTRUCTION. UNSOUND PORTIONS OF EXISTING STRUCTURES SHALL BE REPAIRED TO MAINTAIN STRUCTURAL INTEGRITY AND SHALL BE PAID FOR AS PUBLIC UTILITY STRUCTURE, ADJ, ADD DEPTH (FT). SUMP DEPTH IS FROM LOWEST EXISTING OR PROPOSED INVERT. CATCH BASIN (CB) MEANS 2 FT SUMP INCLUDED IN DRAINAGE STRUCTURE PAY ITEM. INLETS (INL) AND MANHOLES (MH) DO NOT HAVE A SUMP. SEDIMENT TRAP CATCH BASIS HAVE A 4 FT SUMP OR AS OTHERWISE SHOWN ON PLANS. LEACHING BASINS WHERE CALLED FOR ON THE PLANS ARE INCLUDED IN THE DRAINAGE STRUCTURE PAY ITEM. NON -MOTORIZED FACILITIES SIDEWALK STRIPPING AND EXCAVATION, EARTH FOR SIDEWALK CONSTRUCTION WILL BE PAID AT THE CONTRACT UNIT PRICE FOR EXCAVATION, EARTH, RCOC (SYD) (USE WHEN PATH IS NOT CONSTRUCTED ALONG WITH ROADWAY EARTHWORK) OR EXCAVATION, EARTH (CYD) (USE WHEN PATH IS CONSTRUCTED ALONG WITH ROADWAY EARTHWORK). EMBANKMENT WHERE REQUIRED SHALL BE APPROVED MATERIAL OR GRANULAR MATERIAL, CL II AND IS INCLUDED IN THE CONTRACT UNIT PRICE FOR EXCAVATION, EARTH, RCOC (SYD) (USE WHEN PATH IS NOT CONSTRUCTED ALONG WITH ROADWAY EARTHWORK) OR EMBANKMENT, CIP (CYD) (USE WHEN PATH IS CONSTRUCTED ALONG WITH ROADWAY EARTHWORK). GRADE PREPARATION, FINAL TRIM, AND CLEANUP SHALL BE INCLUDED AS A PART OF SIDEWALK CONSTRUCTION. SIDEWALK IS SUSCEPTIBLE TO CRACKING. THEREFORE, ONCE IT HAS BEEN PLACED, OR IF IT IS EXISTING SIDEWALK, THE CONTRACTOR SHALL NOT PUT ANY EQUIPMENT OF ANY KIND ON IT, FOR ANY REASON, EVEN FOR TURF ESTABLISHMENT OR RESTORATION WORK OUTSIDE THE SIDEWALK. THE CONTRACTOR SHALL PLAN AND STAGE NECESSARY WORK OUTSIDE THE SIDEWALK TO PREVENT THE PLACEMENT OF ANY EQUIPMENT ON THE SIDEWALK, EXISTING OR NEW. CRACKED, CHIPPED, SPALLED, OR DAMAGED SIDEWALK, NEW OR EXISTING, SHALL NOT BE ACCEPTED AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. SIDEWALK SHALL BE DELINEATED WITH JOINTS THROUGH ALL APPROACHES, EXCEPT AT SIDE STREETS OR INTERSECTIONS. SIDEWALK SHALL BE STAKED AND THE MAXIMUM CROSS -SLOPE (TRANSVERSE) SLOPE OF SIDEWALKS, FOR THEIR FULL WIDTH, THROUGH ALL APPROACHES, EXCEPT AT SIDE STREETS AND INTERSECTIONS, SHALL BE 2% MAXIMUM. IF ATTAINING THESE REQUIREMENTS NECESSITATES PLACING SIDEWALK THROUGH THE DRIVE INDEPENDENT OF THE REST OF THE APPROACH, THEN THE CONTRACTOR SHALL PERFORM THE WORK PER THE PROJECT ENGINEER. CONCRETE WITHIN AN APPROACH THAT IS ALSO SIDEWALK SHALL BE PAID ONLY AS SIDEWALK. PAYMENT SHALL INCLUDE JOINTING, TOOLED OR SAWED. FAILURE TO PROVIDE THE PROPER DELINEATION OR CROSS -SLOPE FOR THE FULL WIDTH OF THE SIDEWALK, ON THE PROPER LINE, SHALL RESULT IN REMOVAL AND REPLACEMENT OF THE APPROACH AND/OR SIDEWALK AT THE CONTRACTOR'S EXPENSE. HMA SIDEWALK FOR THIS PROJECT IS LESS THAN 10 FOOT IN WIDTH AND WILL BE PAID AS "SHARED USE PATH, HMA (TON)" DRAWING NOTES PLANS SHEETS THE EXISTING RIGHT-OF-WAY LABELS ARE BASED ON THE DISTANCE FROM THE CENTER OF RIGHT-OF-WAY. TAPER LENGTHS ARE BASED ALONG CENTERLINE ALIGNMENT. RADII GIVEN FOR CURB RETURNS ARE TO THE EDGE OF METAL (E/M) WHEN SEPARATE CONCRETE PAVEMENT IS USED. IF INTEGRAL CURB AND GUTTER CONCRETE PAVEMENT IS BEING USED OR HMA PAVEMENT WITH CONCRETE CURB AND GUTTER THEN RADII ARE TO THE BACK OF CURB (B/C). PROFILE NOTES EDGE OF PAVEMENT (E/P) GRADES ARE GIVEN FOR CURB AND GUTTER SECTIONS AND PAVED SHOULDER SECTIONS. FOR CURB AND GUTTER SECTIONS (E/P) IS THE SAME AS EDGE OF METAL (E/M). CURB AND GUTTER ENDINGS WILL RECEIVE CURB DROPS AS DETAILED IN THE PLANS. WHEN END SECTIONS ARE SHOWN ON CULVERTS AND SEWER STUBS; STATION, OUT, AND INVERTS ARE GIVEN AT END SECTION LIP. THE CALL OUT FOR PIPE LENGTH AND PIPE GRADE ON PLAN OR PROFILE INCLUDES THE LENGTH OF THE END SECTION PER MDOT STANDARD PLANS. HOWEVER, ACTUAL PIPE PAY LENGTH SHALL DEDUCT THE "L" LENGTH OF END SECTION IN ACCORDANCE WITH MDOT STANDARD PLANS R-88 SERIES FOR STEEL END SECTION OR THE "D" LENGTH OF END SECTION IN ACCORDANCE WITH MDOT STANDARD PLAN R-86 SERIES FOR PRECAST CONCRETE ENDS SECTION FOR PIPE CULVERT. STATION AND OFFSET OF ALL DRAINAGE STRUCTURES ARE CALLED OUT AT CENTER OF COVER PER MDOT STANDARD PLAN OF COVER. ADJUST LOCATION OF BASE OF 48 INCH AND LARGER DIAMETER STRUCTURES TO HAVE CENTER OF TOP OF ECCENTRIC CONE AT PROPER LOCATION TO RECEIVE COVER AT STATION AND OUT SHOWN ON PLANS. PROPOSED COVER ELEVATION ON EXISTING OR PROPOSED B AND G TYPE COVERS AS SHOWN OR DIRECTED BY THE ENGINEER TO MATCH ADJACENT PAVEMENT OR GROUND. DRAINAGE STRUCTURES STRUCTURE COVER ELEVATIONS ON THE PLANS REFERENCE THE LOWEST POINT FROM THE EDGE OF PAVEMENT (E/P) AND THE OFFSETS ARE ADJUSTED FROM THE E/P TO DEPICT THE CENTER OF THE STRUCTURE. VARIOUS COVER TYPES, ELEVATION ADJUSTMENTS FROM E/P TO THE LOW POINT, AND OFFSET ADJUSTMENTS, AS PER MDOT STANDARD DETAILS ARE AS FOLLOWS, AND ARE FOR INFO ONLY: COVER TYPEA ELEVATION (FEET)A OFFSET (FEET)TYPE C-0.111.25TYPE D-0.041.00TYPE J-0.131.29TYPE K FOR C5, C6, F5, AND F6*-0.111.53TYPE K FOR C3,C4, F3, AND F4-0.111.03*6 INCHES OF CURB ARE IN FRONT OF FLANGE.NOTE: ROUND STRUCTURE COVERS (I.E. TYPE B, G AND E) DO NOT HAVE ANY OFFSET ADJUSTMENT AND THE ELEVATIONS ARE TO THE RIM. MISCELLANEOUS PAY ITEMS THE FOLLOWING ITEMS OF WORK WILL NOT BE PAID FOR SEPARATELY AND ARE INCLUDED IN OTHER ITEMS OF WORK AND SHALL BE DONE AS REQUIRED BY THE ENGINEER. INCLUDED IN EXCAVATION, EARTH: - REMOVING TREES LESS THAN 3 INCH DIAMETER - REMOVING SHRUBS AND BUSHES - REMOVING HMA CURBS - REMOVING EDGEDRAIN, UNDERDRAIN, FRENCH DRAINS, OR DRAINAGE TILE - REMOVING, RESETTING, OR DISPOSING OF CONCRETE BUMPER BLOCKS OR WOODEN/CONCRETE RAILROAD TIES - RELOCATING ORNAMENTAL ROCKS AND BOULDERS TO THE RIGHT-OF-WAY LINE - REMOVING ABANDONED UTILITY CONDUIT AND INTERNAL COMPONENTS - REMOVING GAS MAIN - REMOVING GEOTEXTILE FABRIC - REMOVING GEOGRID - EXCAVATION, ROCK - PROJECT CLEANUP - CLEARING INCLUDED IN HMA PAY ITEMS: - HMA BOND COAT - SWEEPING PAVEMENT - PAVT, CLEANING INCLUDED IN PAVEMENT OR CURB REMOVAL ITEMS: - SAWING, FOR PAVEMENT AND CURB REMOVAL INCLUDED IN CONCRETE ITEMS: - CONCRETE ADMIXTURES THE FOLLOWING ITEMS OF WORK SHALL BE DONE AS THEY APPLY THROUGHOUT THE PROJECT OR AS DIRECTED BY THE ENGINEER. THESE ITEMS ARE NOT DETAILED OR INCLUDED ELSEWHERE ON THE PLANS. MOBILIZATION, MAX. _ (LSUM) HMA PATCH, REM (SYD) JOINT AND CRACK, CLEANOUT (FT) PAVT JOINT AND CRACK REPR, DET 7 (FT) PAVT JOINT AND CRACK REPR, DET 8 (FT) HAND PATCHING (TON) _PAVT, CLEANING, RCOC (LSUM) _POST, FLEXIBLE, DELINEATOR, RCOC (EA) _EXPLORATION FOR UTILITY LOCATION (CYD) DR STRUCTURE, ADJ, ADD DEPTH (FT) SUBGRADE UNDERCUTTING, TYPE II (CYD) _SUBGRADE UNDERCUTTING, 21AA (CYD) _SUBGRADE UNDERCUTTING, 3 BY 1 (CYD) _GEOTEXTILE FABRIC, TYPE NW 8 (SYD) _BIAXIAL GEOGRID (SYD) _COLD WEATHER PROTECTION, PAVEMENT (SYD) _COLD WEATHER PROTECTION, CURB (FT) _SEEDING MIXTURE CR (LB) _SEEDING MIXTURE ES, RCOC (LB) MULCH BLANKET, HIGH VELOCITY (SYD) _MULCH BLANKET, TEMP, RCOC (SYD) DUST PALLIATIVE, APPLIED (TON) _SPRINKLER LINE (FT) _SPRINKLER HEAD, RELOCATE (EA) _SPRINKLER HEAD, REPLACE (EA) VIDEO TAPING SEWER AND CULV PIPE (FT) TRENCH UNDERCUTTING AND BACKFILL (CYD) MONUMENT PRESERVATION WORK ASSOCIATED WITH MONUMENT PRESERVATION AND PROTECT CORNERS SHALL BE THE RESPONSIBILITY OF THE ROAD COMMISSION FOR OAKLAND COUNTY (RCOC). THE RCOC OR ITS ASSIGNS SHALL PERPETUATE BY WITNESSING ALL PUBLIC LAND SURVEY CORNERS AND PROPERTY CONTROLLING CORNERS AND THEIR WITNESSES LOCATED WITHIN THE CONSTRUCTION AREA THAT ARE EXPECTED TO BE DISTURBED BY THE CONSTRUCTION PROCESS. THE RCOC OR ITS ASSIGNS WILL RE-ESTABLISH ALL CORNERS DISTURBED BY THE CONSTRUCTION. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER A MINIMUM OF 10 WORKING DAYS PRIOR TO STARTING WORK WHICH IS EXPECTED TO DISTURB SAID CORNERS AND/OR THEIR WITNESSES. THE CONTRACTOR SHALL NOT COMMENCE ANY CONSTRUCTION THAT WOULD POTENTIALLY DISTURB EXISTING SAID CORNERS OR THEIR WITNESSES UNTIL AUTHORIZED IN WRITING BY THE ENGINEER. CONTACT: JOSEPH C. KAPELCZAK, P. S. OAKLAND COUNTY PLAT ENGINEER OAKLAND COUNTY REGISTER'S OFFICE 1200 NORTH TELEGRAPH ROAD PONTIAC, MI 48341 CELL: (248) 939-2049 FAX: (248) 363-1646 EMAIL: JKAPELCZAK@JCKINC.COM USER NOTE: LABEL MONUMENT CORNERS/POINTS ON THE PLANS AS EITHER "PROTECT" OR "PRESERVE" AS OUTLINED IN SPEC BOOK. PROTECTION AND RESTORATION OF PRIVATE PROPERTY MAILBOXES POST, MAILBOX (EA) IS ESTIMATED BY COUNTING EACH MAILBOX REGARDLESS OF HOW IT IS SUPPORTED. THIS PAY ITEM WILL ONLY BE PAID ONCE PER EACH MAILBOX REGARDLESS TO HOW MANY TIMES IT IS MOVED. MAILBOX ASSEMBLIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL POSTAL REGULATIONS. CONTRACTOR MUST REPAIR OR REPLACE MAILBOXES AND/OR POSTS THE CONTRACTOR MAY DAMAGE. THIS WORK SHALL BE DONE AS DIRECTED BY THE ENGINEER AND NO ADDITIONAL COMPENSATION WILL BE PAID. IRRIGATION SYSTEMS/SPRINKLERS SPRINKLER SYSTEMS WITHIN THE PROJECT LIMITS, OR IMPACTED BY THE WORK OF THIS CONTRACT, SHALL BE REPAIRED WITH AT LEAST EQUAL QUALITY MATERIALS AND WORKMANSHIP, TO A FUNCTIONING CONDITION AT LEAST AS GOOD AS EXISTED PRIOR TO THE BEGINNING OF THE PROJECT. FOR THE CONTRACTOR TO BE REIMBURSED FOR IRRIGATION/SPRINKLER SYSTEM REPAIRS, BEFORE ANY CONTRACT WORK BEGINS, CONTRACTOR SHALL ARRANGE A WALK-THROUGH Know what's below. Call before you d' WITH THE PROPERTY OWNER OR DESIGNATED REPRESENTATIVE, ACCOMPANIE BY THE PROJECT ENGINEER OR INSPECTOR, FOR EACH ADJACENT PROPERTY, FOR THE PURPOSE OF DETERMINING AND EVALUATING THE EXISTING SPRINKLER SYSTEM DESIGN (LOCATION AND TYPES OF LINES, HEADS, VALVES, CONTROLLERS) AND IT'S FUNCTIONALITY AND INTEGRITY. IRRIGATION/SPRINKLER SYSTEM DESIGN INFORMATION SHALL BE DOCUMENTED BY THE CONTRACTOR WITH SKETCHES, DRAWINGS AND NARRATIVE, AND SHALL BE SUBMITTED TO AND USED BY THE PROJECT ENGINEER TO VERIFY NEED AND APPROVE ANY REPAIRS TO THE SYSTEM AND SUBSEQUENT PAYMENT. NO PAYMENT SHALL BE MADE FOR REPAIRS NOT DEEMED NECESSARY AND APPROVED BY THE PROJECT ENGINEER AS A RESULT OF THIS WALK-THROUGH AND EVALUATION PROCESS. FAILURE OF THE CONTRACTOR TO FULFILL THESE REQUIREMENTS WILL CAUSE THE PROJECT ENGINEER TO MAKE THE REPAIRS AND CHARGE THE FULL COST TO THE CONTRACTOR AS A CONTRACT ADJUSTMENT. SPRINKLER HEADS SHALL NOT BE COVERED WHEN PLACING TOPSOIL AND SOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY THE CONTRACTOR OR CONTRACTOR OPERATIONS TO SPRINKLER SYSTEMS OUTSIDE THE PROJECT LIMITS OR SLOPE STAKE LINE. OTHER THE CONTRACTOR SHALL RELOCATE ORNAMENTAL OBJECTS OR PERSONAL PROPERTY (ROCKS, BRICK PAVERS, LANDSCAPE TIMBERS, ETC.) TO THE RIGHT-OF-WAY LINE OR AS DIRECTED BY ENGINEER. NO ADDITIONAL PAYMENT WILL BE MADE FOR THIS ACTIVITY. WHEN PRIVATE PERSONAL PROPERTY IS LOCATED IN THE RIGHT-OF-WAY AND SPECIFIED ON THE PLANS TO BE REMOVED OR RELOCATED BY OTHERS AND HAS NOT BEEN REMOVED, THEN THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE ITEMS AS A PART OF EXCAVATION, EARTH (CYD) WHEN DIRECTED BY THE ENGINEER. LC0 m PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD OAKLAND WATERFORD, MI 48328 COUN'tY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 2020-07-24 I/R DATE KEY PLAN 100% DESIGN REVIEW 50% DESIGN REVIEW DESCRIPTION PROJECT NUMBER 60594641 SHEET TITLE GENERAL NOTES SHEET NUMBER RD-1.3 225 co C0 X N ❑ 2 U ry Q C� 0 0 z w (D w J U 0 U ry It ry U) 0 z Q ry N 0 0 0 Q U 0 C') U) C� ❑ Q U 0 0 rn Q ry m U) > Q 0 ,It rn LO 0 W I— U w 0 ry w CM >- 0ry 0 o 0 Lug O O 0- � w U) Q J � w > N 0 0 ,z N C\IO w Z ry J Q w3: 0(6 z ry >. U =w U U) �0 > E a� c— J LL WATER & SEWER SYMBOLS ❑ CB Square # OStorm MH # OInlet Round # • Sprinkler Head 0 Meter Pit 0 Septic Tank WM Water Meter Water Tower O Pump Sta Ent MH # Sanitary Flag so Water Stop Box OUnknown Manhole C B CB Round # OSan MH # F-1 Inlet Square # UTILITY SYMBOLS J Power Tele & Light OPower & Tele Pole Telephone Pole w Camera Pole FGasM Meter FT-1 Telephone Riser 0 Warning Siren Pole OGas Tank Fx-1 Gas Test Station © Gas Riser Gas Blowoff V Water Valve Fire Hydrant Water Faucet O Monitoring Well Water Main Flag Storm Sewer Flag W Gate Well # Power Pole 6 D Power & Light Pole O 0 Telephone & Light Pole OUtility MH # DGas Vent © Cable TV Riser w Communication Flag Gas Flag Electric Flag ❑ Electrical Outlet GSO Gas Stop Box oval Gas Valve 0 Underground Marker Gas • 40,, Tree, Deciduous, 37 inch or larger • 20" Oak Tree, Deciduous, 19-36 inch • 12" Tree, Deciduous, 6-18 inch 4 ) 04" Map Tree, Deciduous, 0-5 inch Multi -Stem, Deciduous, _ 0-5" _ 6-18" _ 19-36" _ 37" or larger, Type Tree, Dead 000 Multi -Stem, Coniferous, _ 0-5" _ 6-18" _ 19-36" _ 37" or larger, Type • 40" Cedar Tree, Coniferous, 37 inch or larger • 20" Pine Tree, Coniferous, 19-36 inch • 12" Spruce Tree, Coniferous, 6-18 inch 04" Pine Tree, Coniferous, 0-5 inch -1 Fm B Mail Box Call Box Flag Pole O School Speed Limit Cross Cut Fd Bldg Corner 0 Fence Corner Wood Stake Fd �O\ Light Pole Wood I c� Clean Out Down Spout FEElectric Riser Stump • Tree, Ornamental Deciduous Shrub 6'x6' Coniferous Shrub 6'x6' O Flood Light Ornamental Light Bus Stop Sign O Highway Delineator sPv Sprinkler Valve Box End Section Guy Pole Guy Anchor U Sign Post v v Sign Post (double) IS] Sewer Riser © Cistern Hand Hole Round Plas Hand Hole Square Met Gas Pump Controller Box Soil Boring # x Building Number_ O Post 6 Wood Guard Post 8" Metal Column 12" Conc Pole Base Rnd Satellite Dish O Piling ❑ Square Post 4" Wood ❑ Phone Booth Trans Tower Base ® Antenna Parking Meter Monument Box ReMon Cap# USGS Cap Fd Cap# • TP # rlvl� • BM # Rock Conc Mon Fd Cap# OPinched Pipe Fd Cap# Tee Iron Fd Cap# Mag Nail Fd Iron Road Fd Cap# Iron Pipe Fd Cap# Drill Hole Dist Railroad Spike Dist# Nail & Tag Fd Cap# ReMon Witness Fd Tag# FuCircuit Breaker Panel Fountain gLawn Ornament AC Air Conditioning Unit ® Heat Pump Basketball Post Newspaper Box EM Electric Meter 0 0 o Fill Port ® Electrical Trans Pad XSemaphore R Crossing Gate �C RI R Crossing Signal ® Electrical Trans Tower Battery Box SIndicator Post -Valve x Floor Elevation Span Strain Signal Pole w Span Strain Signal Pole Wood Mast Arm Signal Pole Pedestrian Ped Both O Crossing Push Button Post Drainage Course Centerline of Road Centerline of Drive Centerline of Ditch Centerline of Stream Centerline of Dam Centerline of Track Ex Edge of Gravel Ex Edge of Gravel Shoulder Ex Edge of Concrete Ex Edge of Asphalt Ex Back of Curb Concrete Ex Back of Curb Asphalt Ex Edge of Walk Ex Edge of Boardwalk Ex Edge of Suspended Walkway Ex Edge of Foot Bridge Ex Edge of Cross Walk Pr Edge of Concrete Pr Edge of Asphalt Pr Back of Curb Concrete Pr Back of Curb Asphalt Pr Face of Curb Concrete Edge of Brush (light) Edge of Brush (medium) Edge of Brush (heavy) alp %6Edge of Wetland Edge of Woods (light) Edge of Woods (medium) Edge of Woods (heavy) Z Z Z Z Z Z Z Z Z Z Z Z Face of Building Hedge Berm Toe of Berm Top of Berm Toe of Ridge Top of Rail Ditch Bank Toe of Ditch Top of Ditch -----—----—---- — ----— — Edge of Water — — — Toe of Stream Bank Top of Stream Bank Fence Chain Link Fence Chain Link w/barbed wire 11 Fence Board Fence Farm Fence Metal Fence Plastic Fence Post and Rail Slope Stake Line (SSL) Wall Headwall Rip Rap Gabion — — —EX ROW— Existing Right of Way CURB AND GUTTER, REM SEWER OR CULV, REM DR STRUCTURE, REM LINE STYLES Fence Gate Edge of Landscaping Edge of Planted Area Unspecified Line Landscape Timber Planter Box Stair Ramp Deck/Porch Patio Crack in Road Paint Stripe Road Divider Bumper Block Billboard Advertisement Sign Bench Pasture — —ST Existing Storm Sewer —SAN- Existing Sanitary Sewer - - WM Existing Water Main - - TELE Existing Telecommunications - - - GAS Existing Gas - --ELEC Existing Electrical - - �O Existing Fiber Optic Proposed Storm Sewer PAVT, REM (SYD) KM SIDEWALK, REM (SYD) +++ HMA SURFACE, REM (SYD) + + + COLD MILLING HMA SURFACE (SYD) ,,,,,,,,,,,,, PROPOSED HMA PAVEMENT (OVERLAY) PROPOSED HMA PAVEMENT (FULL DEPTH) K11111A PROPOSED CONCRETE PAVEMENT L L L L L L I �LLLLLL PROPOSECONCRETE SIDEWALK PROPOSED GRAVEL SHOULDER PROPOSED RIP -RAP ABBREVIATION LIST ABBREVATION DEFINITION B/C BACK OF CURB BOTT BOTTOM C COMBINED SANITARY AND STORM CB CATCH BASIN STRUCTURE WITH 2 FT SUMP CJ CONSTRUCITON JOINT D DRAINAGE, STORM ELEV ELEVATION EG EXISTING GRADE E/G EDGE OF GRAVEL EGSP EDGE GRADE SHOULDER POINT E/M EDGE OF METAL E/P EDGE OF PAVEMENT EQU EQUAL ERECT ERECTION EXP JT EXPANSION JOINT FDN FOUNDATION FG FINISHED GRADE FURN FURNISHED INL INLET STRUCTURE WITH NO SUMP JPW JOINT WATERPROOFING JWPE JOINT WATERPROOFING, EXPANSION LB LEACHING BASIN ILL LANE LINE LSC LANSCAPING MH MANHOLE STRUCTURE WITHOUT 2 FT SUMP R REMOVE REL-BO RELOCATE BY OTHERS S SANITARY SEWAGE SPA SPACE SSL SLOPE STAKE LINE T/C TOP OF CURB THK THICKNESS W WATERMAIN LC0 M PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD OAKLAND WATERFORD, MI 48328 COUNTY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD -i DAVISBURG, MI 48350 • `, 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE LEGEND SHEET NUMBER R D-1.4 226 Qo (M X N ❑ 2 U ry Q 616 BROADWAY ROAD 610 BROADWAY ROAD DAVISBURG, MI48350 DAVISBURG, MI48350 PIN:07-17-178-006 PIN:07-17-178-007 624 BROADWAY ROAD DAVISBURG, MI48350 PIN. 07 17 178 004 620 BROADWAYROAD DAVISBURG, MI48350 634 BROADWAY ROAD PIN: 07-17 178 005 DAVISBURG, MI48350 PIN: 07-17-178-016 / EX ROW odo co 0 r) z W z 0 J Q U O U ry , ❑ ry U) C3 z_ a ry N O O ❑ Q U 0 rn C� ❑ Q U 0 0 rn Q ry m Q v rn 0 cm U W O ry w (M i ry C0 U OW N -6 25 00 0-U � w U) Q J � W N ❑ O W ,z N - Oz w wry J Q W >> O U zry, >. U =w U U) �U 0 a E (n a) c— J LL —_-- UANAD/AN _--�—_ �w NA T/ONA4 RAIL �i >00-,40w A y - _ NO — BENCHMARK #3 �xROV� — — STATION=16+50.56 586 BROADWAY ROAD — / DAVISBURG, MI48350 _ OFFSET=17.06E NO ADDRESS PIN: 07-17-178-013 BENCHMARK #2 — — NORTH ING=457587.76 / DAVISBURG, MI48350 STATION=12+52.16 _ EASTING=13345977.17 PIN: 07-17-178 012 — _ ELEV=964.925' / OFFSET=17.80L NO ADDRESS — NORTH ING-457542 48 DAVISBURG, MI48350 — — A0+00 L:4 R:_4. 0 .4 i C1• M 9k00 °P o. 00 "E ) N CO 09 P.O.B. o 147 234 9g STA. 9+35.0 i 0 O �Zy S � EX ROW 589BROADWAYROAD / DAVISBURG, MI48350 PIN: 07-17-181-001 i 643 BROADWAY ROAD 627 BROADWAY ROAD DAVISBURG, MI48350 DAVISBURG, MI48350 PIN:07-17-180-008 PIN:07-17-180-014 11+00 p=27.7878 L=17 9.9 31 R=371.000 EASTING=13345604.09 ELEV=965.869' ONO M \ + c+) i +pp � bm #2 L:4.00%"��, a R:-4.00% S78o 1�108.90, , 2.83„E�13+0(0 N O O 0 n N �j _ � CI Z W 569 BROADWAY ROAD DAVISBURG, MI48350 PIN: 07-17-181-002 PIN: 07-17-178-011 r� T1\o M w P1 Lo --- EX ROW I L:-4.00° 1400 A=36.1559 /0 L=239.795 R:4.00% R=380.000 A --�—EX ROW 15+00 c FZ �` BROADWAY (DAVISBURG RD) 66' ROW MILL POND NO ADDRESS DAVISBURG, M148350 PIN: 07-17-253-003 BENCHMARK #1 STATION=16+23.43 OFFSET=34.05R NORTH I N G=457530.00 EASTING=13345973.56 ELEV=962.524' 0 P.O.E. / STA. 17+50.0 - BM 95 � — BM #1 495 BROAD WA Y ROAD DAVISBURG, MI48350 PIN: 07-17-253-004 BENCHMARKS: BENCH MARK #1 N: 457530.00 E: 13345973.56 ELEV: 962.52 RR SPIKE ON NORTH SIDE OF POWER POLE ON SOUTH SIDE OF ROAD, APPROX. 185' EAST OF DAVISBURG DAM BENCH MARK #2 N: 457542.48 E: 13345604.09 ELEV: 965.87 PK NAIL W/PINK RIBBON ON TOP OF WOOD GUARD RAIL POST ON NORTH SIDE OF ROAD, APPROX. 195' WEST OF DAVISBURG DAM BENCH MARK #3 N: 457587.76 E: 13345977.17 ELEV: 964.93 PK NAIL W/PINK RIBBON ON TOP OF WOOD GUARD RAIL POST ON NORTH SIDE OF ROAD, APPROX. 210' EAST OF DAVISBURG DAM Know what's below. Call before you dig. N SCALE: 1" = 40' LC0 m PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD ND WATERFORD, MI 48328 OAKIAAKLA Y 248.858.0906 TEL COUNI'M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX 1 � WWI, , CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE DAVISBURG ROAD ALIGNMENT SHEET SHEET NUMBER R D-1 .5 227 0 C6 z 0 U w co co co 0 ry U U 0 U IY 0 m ❑ ry i U 0 z_ a ry ❑ CV 0 O n Q U O rn U ❑ Q U 0 O rn (D ry 00 U Q O Lo O CO U U w 0 ry w (M i ry 00 U Ow N - ❑ 25 00 0-U �w co Q J � w oQ� M ❑ I- ,z oz Fl W w ry J Q W >> O U� z0� >. U =w U co �U 0 a E 0 co a� co J U- w z_ IY J R/W WIDTH VARIES VARIES 11.5' 11.5' WESTBOUND LANE EASTBOUND LANE VARIES w w z z_ J J EXISTING CENTERLINE 2% ± - - - - - - - - - '+ - - - - - - - - - - - - - - Ed / L_ EXISTING 23' WIDE 7" TO 9" ± ASPHALT OVER EX FILL SOILS HMA SURFACE, REM (SYD) EXISTING PAVEMENT SECTION A 8.00' 2.0' AGGREGATE SURFACE F4 CSE, 6 INCH (SYD) m CURB w 2' TO 35' TURF ESTABLISHMENT, THM SEED, REGULAR MULCH, PERFORMANCE, RCOC (SYD) f 1.5 INCH, HMA, 5E3 (TON)SILT FENCE PER DAM UNDERDRAIN, SUBGRADE, J d 1.5 INCH, HMA, 5E3 (TON) REMOVAL & CULVERT OPEN -GRADED, 6 INCH, RCOC (FT) w 3.0 INCH, HMA, 3E3 (TON) COMPACT EX SUBGRADE AS OVERALL SESC PLAN xAPPROVED BY ENGINEER, Lu EMBANKMENT, CIP (CYD) EMBANKMENT, CIP (CYD) 1.0% s PROPOSED EXISTING HMA APPLICATION CHART PAY ITEM MIX ESTIMATED RATE OF FINAL PERFORMANCE APPLICATION THICKNESS GRADE HMA, 5E3 5E1 165 LBS/SYD 1.5" 70-22P HMA, 5E3 5E1 165 LBS/SYD 1.5" 70-22P HMA, 3E3 3E1 330 LBS/SYD 3.0" 64-22 HMA APPROACH (RESIDENTIAL) 5E1 165 LBS/SYD 3.0" 64-22 1.0' APPLIES: STA 9+35 TO 12+70 R/W WIDTH VARIES 12.0' WESTBOUND LANE LIMITS OF HMA SURFACE, REM (SYD) CONSTRUCTION r GnITGR1 Mir: 12.0' TO 18.5' 2.0' 3.10' EASTBOUND LANE F4 w CURB m 5' TO 17' TURF ESTABLISHMENT, THM SEED, REGULAR MULCH, PERFORMANCE, RCOC (SYD) RATE OF SUPERELEVATION 4% MAX FG PER PROFILE - 1� gN �. EXCACATION, EARTH (CYD) EMBANKMENT, CIP (CYD) EXCACATION, EARTH (CYD) O 1.0, WHERE EMBANKMENT, CIP (CYD) IS TO BE PLACED, ALL AGGREGATE BASE, INCLUDED AS PART OF VEGETATION AND TOPSOIL WILL BE REMOVED PRIOR TO 10 INCH, 21AA, RCOC (SYD) EXCAVATION, EARH (CYD) w PLACEMENT. THE REMOVAL WILL BE PAID FOR AS EXCAVATION x EARTH (CYD). A QUANTITY BASED UPON AN ASSUMED REMOVAL SUBBASE, CIP (CYD) w UNDERDRAIN, SUBGRADE, _ - DEPTH OF 6 INCHES HAS BEEN INCLUDED IN THE PLAN QUNTITY 12 INCH, MDOT CLASS II OPEN -GRADED, 6 INCH, RCOC (FT) FOR EXCAVATION EARTH (CYD). IF THE DEPTH IS PREDOMINANTLY LESS THAN 6 INCHES, PLAN QUANTITY WILL NOT BE CHANGED. IF _ EXISTING HMA PAVEMENT THE DEPTH IS PREDOMINANTLY MORE THAN 6 INCHES, CHANGES WILL BE MADE IN ACCORDANCE WITH SECTION 109.01.A (TYP) LIMITS OF EXCAVATION, EARTH (CYD) AND EMBANKMENT, CIP (CYD) 'APPLIES OUTSIDE THE LIMITS OF CULVERT EXCAVATION REMARKS HMA PAVEMENT TOP COURSE (AWI=260) HMA PAVEMENT LEVELING COURSE HMA PAVEMENT BASE COURSE DRIVEWAY HMA PAVEMENT TOP/LEVELING COURSE TYPICAL PAVEMENT SECTION A APPLIES: STA 9+35 TO 12+70 RATE OF SUPERELEVATION TABLE CURVE #1 POINT OF ROTATION = CENTERLINE STATION LEFT LANE SLOPE RIGHT LANE SLOPE 9+45 -2.0% -2.0% 9+83 0.0% -2.0% 10+22 2.0% -2.0% 10+61 4.0% -4.0% 11+89 4.0% -4.0% 12+28 2.0% -2.0% 12+70 0.0% 0.0% SILT FENCE PER DAM REMOVAL & CULVERT OVERALL SESC PLAN PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD OAKLAND WATERFORD, MI 48328 COUN"IY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 0 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX 51'FiINC,FIf:LU CHARTER TOWNSHIP CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE DAVISBURG ROAD TYPICAL CROSS SECTIONS SHEET NUMBER R D -1.6 228 (D ❑ uj z 0 U w co co co 0 Ir U D_ U 0 U IY , 0 CO ❑ IY U) U z Q IY N 0 0 Q U 0 O U) U Q U 0 O rn C� Ir 00 U) Q r9 v O 0 (fl U) U w 0 ry w (M i ry 00 U Ow N 00 0-U Uw co Q J � W o � M ❑ O W ,z N — oz w w � J Q W >> O U zry, >. U =w U co �U 0 a E 0 co a� co J U- SILT FENCE PER DAM REMOVAL & CULVERT OVERALL SESC PLAN VARIES 11.5' WESTBOUND LANE 66 FT ROW 11.5' EASTBOUND LANE VARIES EXISTING z GUARDRAIL EXISTING EXISTING CENTERLINE GUARDRAIL V I X EXISTING FENCE I X K V 10%= _ 6%± MILL POND i i EXISTING 23' WIDE 7" TO 9" ± ASPHALT OVER EX FILL SOILS HMA SURFACE, REM (SYD) W z_ >J 5' TO 40' TURF ESTABLISHMENT, THM SEED, REGULAR MULCH, PERFORMANCE, RCOC (SYD) EXISTING PAVEMENT SECTION B 0.77' 2.33' F20' 12.0' TO 18.5' F4 WESTBOUND LANE m CURB w GUARDRAIL TYPE MGS-8 (FT) EMBANKMENT, CIP (CYD) 4.0% 1.U' 0 0- EMBANKMENT, CIP (CYD) UNDERDRAIN SUBGRADE x<�' �� w OPEN -GRADED, 6 INCH, RCOC (FT) PROPOSED WHERE EMBANKMENT, CIP (CYD) IS TO BE PLACED, ALL EXISTING VEGETATION AND TOPSOIL WILL BE REMOVED PRIOR TO APPLIES: STA 12+70 TO 17+50 66 FT ROW LIMITS OF HMA SURFACE, REM (SYD) CONSTRUCTION CENTERLINE RATE OF SUPERELEVATION 4% MAX 0.77' 12.0' 2.0' I L.33' EASTBOUND LANE F4 w CURB m FG PER PROFILE 1.5 INCH, HMA, 5E3 (TON) l - COMPACT EX SUBGRADE AS 1.5 INCH, HMA, 5E3 (TON) APPROVED BY ENGINEER, 3.0 INCH, HMA, 3E3 (TON) INCLUDED AS PART OF EXCAVATION, EARH (CYD) AGGREGATE BASE, 10 INCH, 21AA, RCOC (SYD) d w SUBBASE, CIP (CYD) x w 12 INCH, MDOT CLASS II EXISTING HMA PAVEMENT ' PLACEMENT. THE REMOVAL WILL BE PAID FOR AS EXCAVATION TYPICAL PAVEMENT SECTION B EARTH (CYD). A QUANTITY BASED UPON AN ASSUMED REMOVAL DEPTH OF 6 INCHES HAS BEEN INCLUDED IN THE PLAN QUNTITY FOR EXCAVATION EARTH (CYD). IF THE DEPTH IS PREDOMINANTLY LESS THAN 6 INCHES, PLAN QUANTITY WILL NOT BE CHANGED. IF THE DEPTH IS PREDOMINANTLY MORE THAN 6 INCHES, CHANGES WILL BE MADE IN ACCORDANCE WITH SECTION 109.01.A (TYP) APPLIES: STA 12+70 TO 17+50 LIMITS OF EXCAVATION, EARTH (CYD) AND EMBANKMENT, CIP (CYD) "APPLIES OUTSIDE THE LIMITS OF CULVERT EXCAVATION 5' TO 40' TURF ESTABLISHMENT, THM SEED, REGULAR MULCH, PERFORMANCE, RCOC (SYD) GUARDRAIL TYPE MGS-8 (FT) EMBANKMENT, CIP (CYD) 4.0%� —� EMBANKMENT, CIP (CYD) l UNDERDRAIN, SUBGRADE, OPEN -GRADED, 6 INCH, RCOC (FT) W z_ >J J vi SILT FENCE PER DAM REMOVAL & CULVERT OVERALL SESC PLAN RATE OF SUPERELEVATION TABLE CURVE #2 POINT OF ROTATION = CENTERLINE STATION LEFT LANE SLOPE RIGHT LANE SLOPE 12+70 0.0% 0.0% 13+11 -2.0% 2.0% 13+50 -4.0% 4.0% 15+38 -4.0% 4.0% 15+77 -2.0% 2.0% 16+15 -2.0% 0.0% - 16+54 -2.0% -2.0% PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD OAKLAND WATERFORD, MI 48328 COUN"IY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD V. DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX 1 � CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 2020-07-24 I/R DATE KEY PLAN 100% DESIGN REVIEW 50% DESIGN REVIEW DESCRIPTION PROJECT NUMBER 60594641 SHEET TITLE DAVISBURG ROAD TYPICAL CROSS SECTIONS SHEET NUMBER R D-1 .7 229 co M X N ❑ 2 U iY Q ❑ iY U) 0 z a ry N O O ❑ Q U 0 rn C� ❑ Q U 0 0 rn CD ry m cn Q ,It rn m O cm W F- U w O iY IL CM i t` ry 00 F_ U Ow N 00 �U Uw c� Q J � W o� N O � ,z N oz w w � J Q W >> O U zry, >. U =w U c/) �0 0 a E U)co a� c- J LL TEST HOLE NO. HA-01 LOCATION: DAVISBURG ROAD NORTH ROW PHYSICAL REFERENCE: 75 FEET EAST OF WEST END OF GUARDRAIL PHYSICAL OFFSET: 3 FEET NORTH OF GUARDRAIL BORING DATE: 6/28/21 GROUND SURFACE ELEVATION: 0.0 FT 0.0 4 INCHES OF TOPSOIL -0.3 -2.0 NORTHING: 457527 EASTING: 13345672 POORLY GRADED FINE TO COARSE SAND WITH SILT, WITH GRAVEL, TRACE CLAY, TRACE ROOTS, DARK BROWN, WET (SP-SM) POORLY GRADED FINE TO MEDIUM SAND WITH SILT, TRACE GRAVEL, BROWN WITH POCKETS OF DARK BROWN, WET (SP-SM) -4.8 E.O.B. 4.8 FEET (HAND AUGER TERMINATED ON OBSTRUCTION) NOTES: GROUNDWATER LEVEL DURING DRILLING: 1 FEET GROUNDWATER LEVEL UPON COMPLETION: 1.2 FEET LOGGED BY: S. PANETTA (SOMAT) CHECKED BY: J. SCHMITZER (SOMAT) - COORDINATES ESTIMATED WITH HANDHELD GPS 1st 6 in 0 2nd 6 in 0 3rd 6 in 0 4th 6 in LE NUMBERS IN CIRCLES DENOTE NUMBER OF BLOWS REQUIRED TO DRIVE A 2" O.D. X 1.5' I.D. SPLIT SPOON SAMPLER 3 OR 4 SUCCESSIVE 6" INCREMENTS USING A 140 LB HAMMER FALLING 30". TEST HOLE NO. HA-02 TEST HOLE NO. RB-01 TEST HOLE NO. RB-02 TEST HOLE NO. RB-03 TEST HOLE NO. RB-04 LOCATION: DAVISBURG ROAD NORTH ROW LOCATION: DAVISBURG ROAD WB DRIVING LANE LOCATION: DAVISBURG ROAD EB DRIVING LANE LOCATION: DAVISBURG ROAD WB DRIVING LANE LOCATION: DAVISBURG ROAD EB DRIVING LANE PHYSICAL REFERENCE: 75 FEET WEST OF EAST END OF GUARDRAIL PHYSICAL REFERENCE: 110 FEET WEST OF WEST END OF GUARDRAIL PHYSICAL REFERENCE: 90 FEET WEST OF EAST END OF GUARDRAIL AT SPILLWAY PHYSICAL REFERENCE: 140 FEET WEST OF EAST END OF GUARDRAIL PHYSICAL REFERENCE: 20 FEET WEST OF EAST END OF GUARDRAIL PHYSICAL OFFSET: 3 FEET NORTH OF GUARDRAIL PHYSICAL OFFSET: 3 FEET SOUTH OF SHOULDER EDGE PHYSICAL OFFSET: 3 FEET NORTH OF SHOULDER EDGE PHYSICAL OFFSET: 3 FEET SOUTH OF SHOULDER EDGE PHYSICAL OFFSET: 3 FEET NORTH OF SHOULDER EDGE APPROX. STATION 12+00 APPROX. STATION 14+20 APPROX. STATION 15+75 APPROX. STATION 16+65 BORING DATE: 6/28/21 NORTHING: 457562 BORING DATE: 7/1/21 NORTHING: 457549 BORING DATE: 7/1/21 NORTHING: 457498 BORING DATE: 7/1/21 NORTHING: 457532 BORING DATE: 7/1/21 NORTHING: 457550 GROUND SURFACE ELEVATION: 0.0 FT EASTING: 13345912 GROUND SURFACE ELEVATION: 0.0 FT EASTING: 13345491 GROUND SURFACE ELEVATION: 0.0 FT EASTING: 13345693 GROUND SURFACE ELEVATION: 0.0 FT EASTING: 13345856 GROUND SURFACE ELEVATION: 0.0 FT EASTING: 13345948 0.0 0.0 PP MC 0.0 0.0 0.0 -0.4 -0.7 -5.0 5 INCHES OF TOPSOIL CLAYEY FINE SAND, TRACE ROUTS, TRACE GRAVEL, DARK BROWN, MOIST (SC) SILTY FINE SAND, FEW GRAVEL, TRACE CLAY, TRACE ROOTS, BROWN AND DARK BROWN, MOIST (SM) E.O.B. 5 FEET NOTES: GROUNDWATER LEVEL DURING DRILLING: NONE GROUNDWATER LEVEL UPON COMPLETION: NONE LOGGED BY: S. PANETTA (SOMAT) CHECKED BY: J. SCHMITZER (SOMAT) COORDINATES ESTIMATED WITH HANDHELD GPS 5 INCHES OF ASPHALTIC CEMENT CONCRETE -0.4 FIELD ENGINEER REPURI ED 2 INCHES OF -0.6 BROKEN ASPHALTIC CEMENT CONCRETE -1.0 5 FILL - VERY STIFF LEAN, TRACE SAND, TRACE GRAVEL, FREQUENT SILT LAYERS, BROWN (CL) -2.5 -3.5 10 MEDIUM DENSE SANDY SILT, OCCASIONAL SILTY FINE SAND LAYERS, BROWN, WET (ML) -5.0 E.O.B. 5 FEET NOTES: GROUNDWATER LEVEL DURING DRILLING: 3 FEET GROUNDWATER LEVEL UPON COMPLETION: 2 FEET LOGGED BY: A. AL AQEELI (SOMAT) CHECKED BY: J. SCHMITZER (SOMAT) DRILL RIG: CME 55 (Rig 404185); METHOD: 2 1/4 INCH HSA COORDINATES ESTIMATED WITH HANDHELD GPS PP = POCKET PENETROMETER, UNCONFINED COMPRESSIVE STRENGTH - TONS/SQ.FT (TSF) UCS = LAB DETERMINED UNCONFINED COMPRESSIVE STRENGTH - TONS/SQ.FT (TSF) TV = TORVANE SHEAR TEST, SHEAR STRENGTH - TONS/SQ.FT (TSF) MC = MOISTURE CONTENT - (%) DID = DRY DENSITY - LBS/CU.FT (PCF) 9 INCHES OF ASPHALTIC CEMENT CONCRETE 9 INCHES OF ASPHALTIC CEMENT CONCRETE 7.5 INCHES OF ASPHALTIC CEMENT CONCRETE -0.6 -0.8 3 19 -1.0 �10 \ -1.0 18 -1.0 5 FILL - MEDIUM DENSE WELL -GRADED MEDIUM TO COARSE SAND WITH SILT, WITH GRAVEL, OCCASIONAL SILTY FINE SAND LAYERS, BROWN, WET (SW-SM) FILL - DENSE POORLY GRADED COARSE GRAVEL, TRACE SILT, OCCASIONAL SANDY LEAN CLAY LAYERS, BROWN, MOIST TO WET (GP) -5.0 E.O.B. 5 FEET NOTES: GROUNDWATER LEVEL DURING DRILLING: 3 FEET GROUNDWATER LEVEL UPON COMPLETION: 2 FEET LOGGED BY: A. AL AQEELI (SOMAT) CHECKED BY: J. SCHMITZER (SOMAT) DRILL RIG: CME 55 (Rig 404185); METHOD: 2 1/4 INCH HSA COORDINATES ESTIMATED WITH HANDHELD GPS NO SCALE FILE: LOGS OF BORINGS.dgn -3.5 4 FILL -MEDIUM DENSE WELL -GRADED FINE TO COARSE SAND WITH SILT, WITH GRAVEL, BROWN, MOIST (SW-SM) -5.5 4 -7.0 E.O.B. 7 FEET NOTES: GROUNDWATER LEVEL DURING DRILLING: 7 FEET GROUNDWATER LEVEL UPON COMPLETION: 6 FEET LOGGED BY: A. AL AQEELI (SOMAT) CHECKED BY: J. SCHMITZER (SOMAT) DRILL RIG: CME 55 (Rig 404185); METHOD: 21/4 INCH HSA COORDINATES ESTIMATED WITH HANDHELD GPS CONSISTENCY DETERMINED BY INSPECTION OF SAMPLES AND BY SOIL RESISTANCE TO PENETRATION BY JET ROD AND CASING OR AUGER. UNIFIED SOIL CLASSIFICATION SYSTEM (USCS) GROUP SYMBOL DETERMINED PER (ASTM) VISUAL -MANUAL PROCEDURES. COORDINATES FROM HANDHELD GPS. GROUND SURFACE ELEVATIONS NOT DETERMINED FOR THIS PROJECT, DATE: 07/15/2021 FILL - MEDIUM DENSE SILTY FINE SAND, FEW GRAVEL, OCCASIONAL SANDY LEAN CLAY LAYERS, DARK GRAY, MOIST (SM) -2.5 10 -3.5 10 FILL - MEDIUM DENSE WELL -GRADED FINE TO COARSE GRAVEL WITH SAND, TRACE ASPHALT PIECES, OCCASIONAL SILTY FINE SAND LAYERS, DARK BROWN/GRAY, WET (GW) (FOREIGN ODOR DETECTED) -5.0 E.O.B. 5 FEET NOTES: GROUNDWATER LEVEL DURING DRILLING: 2.5 FEET GROUNDWATER LEVEL UPON COMPLETION: 2 FEET LOGGED BY: A. AL AQEELI (SOMAT) CHECKED BY: J. SCHMITZER (SOMAT) DRILL RIG: CME 55 (Rig 404185); METHOD: 21/4 INCH HSA - COORDINATES ESTIMATED WITH HANDHELD GPS GROUNDWATER LEVELS REPRESENT THE CONDITIONS AT THE TIME THE MEASUREMENTS WERE OBTAINED AND SHOULD BE EXPECTED TO FLUCTUATE THROUGHOUT THE YEAR. GROUNDWATER LEVELS MAY ALSO BE INFLUENCED BY RESIDUAL BORING WATER. THE BORING LOGS REPRESENT POINT INFORMATION. PRESENTATION OF THIS INFORMATION IN NO WAY IMPLIES THAT THE SUBSURFACE CONDITIONS ARE THE SAME AT LOCATIONS OTHER THAN THE EXACT LOCATION OF THE BORING. LOGS OF BORINGS DRAWING SHEET DAVISBURG/BROADWAY RD. PAVEMENT RECONSTRUCTION of DAVISBURG, MICHIGAN 1 PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS9444111L. 2800 WATKINS LAKE ROAD OAKLAND WATERFORD, MI 48328 COUN"IY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 0 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX 5PFJNGFILLU CHARTER TOWNSHIP CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE PAVEMENT CORES AND SOIL BORINGS SHEET NUMBER R D -1.8 230 co M X N ❑ 2 U ry Q ry U) 0 z_ a ry N CD 0 0 Q U CD U 0 Q U 0 0 rn 0 ry D m U Q 0 v rn Ln 0 (m U W 0 ry IL (M i P; ry 00 U ow N a) ❑ 00 �U LU co Q J W o� M oLU ,z 0 o Fl W Z ry W ry w� O U� zry >. 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Call before you dig. fi"=com PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD WATERFORD, MI 48328 248.858.0906 TEL 94ii,.—TM t OMLAAND COUNTY M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD -i 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX SCALE: 1" = 40' CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com + + + i PROPOSED HMA PAVEMENT (FULL DEPTH) K11111A PROPOSED CONCRETE PAVEMENT PROPOSED CONCRETE SIDEWALK PROPOSED GRAVEL SHOULDER PROPOSED RIP -RAP L_ L_ L_ L_ L_ L- L- L- L- L- L- L_ a a e as a NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE DAVISBURG ROAD REMOVAL SHEET SHEET NUMBER R D-1.9 231 M x N 0 2 U ry Q 0 L0 0 (fl U W 0 a o} r*-W 00 U C:) LU N rY 0 r) a 2� 00 aU �W ca Q J W o� CM r) oW z 040 N � o LU wry J Q W >> O �� z Of >_ .0 =w U (n �U a> c'o E �C cz cn N J LL W U W O Q J U W w � O w U W 0 Z (Dc N o a Z c, z_ � �* Of W Y U_ Q W Y J LU W J < J D < J H d � U W 0 Oa 00 w a O W WW W LU O a O 2 WW W d d 2 U W W W W z Z 2 d O Z L,LJ = d H - U o H z Of W W U H z U H 2 Z= H rn = Z U H HH dz 2 W Z O Z Z O U' Q ( U= V NV (fl N W C m U = W U J Cn J U % J (n d N N m J LL Cn d m (n J J J J J Z J J J J J J J J J J J J J J J - S O U 00 14: M 00 z� 7 F_ N (O N W M b r N W 'T (O O O Z (O M W 00 6) 06 064 M M (6 M Uf r� r � Lp Lp I� V CO O 6) O M M M M 6) N M V N L r N N M I� N 00 a0 M LP) LP) I� r- 00 O 7 N O N I� 6) M 0 0 0 0 o W W 7 7 7 7 77 04� m m FIB � FIB — �FIB—_F18 CANADIA NNgTjpNAL �FIB —FIB -- _FIB_ ,OD,R pw RAILI4iq y F0 FIB —FIB FIR_ 20 SYD - RIPRAP, PLAIN REFER TO BREACHING PLANS, RESTORATION PLANS, AND — FIE_ OHE � 26 FT -SEWER, CL C, 12 INCH, TR DET B OHE -- STRUCTURAL DEMOLITION PLANS / OHE 1 EA - DR STRUCTURE COVER, TYPE K _ FOR PEDESTRIAN BRIDGE AND GRAVEL \1� 8 FT - DR ONE STRUCTURE, ADD DEPTH OF 48 INCH DIA, 8 FOOT TO 15 FOOT FIB PATH IMPROVEMENTS P.O.E. 2" MILL & OVERLAY 1 EA - DR STRUCTURE, 48 INCH DIA Flg_ N STA. 17+50.0- - F gRO� HMA APPROACH (TON) ONE RIM:959.69- OHE FIB i CONC PAVT, MISC, NONREINF, 6 INCH (SYD) 586BROADWAYROAD 12 N IE: 943.72 WEDGING REQUIRED DAVISBURG, MI48350 12" W IE: 955.94 FIB —_� Q�Ft 0 1 EA - DR STRUCTURE TAP, 6 INCH (EA) NO ADDRESS PIN: 07-17-178-013 6" S IE: 957.19 —F/B_ — F _-\ = ,- F\gl� S 17+50.0 / DA MI 48350 �� AGGREGATE SURFACE ONE 16 6 BROADWAYROAD 610 BROADWAYROAD PIN: 07-17-178-0�2'B � / DAVISBURG, MI48350 CSE, 6 INCH SYD 100, NO ADDRESS O ELEC N F� F\8 EX r? DAVISBURG, MI 48350 ` ( ) y TAPER DAVISBURG, MI 48350 PIN 07 17 178 007 - - ONE PIN:07-17178006 —FIB PIN: 0717178011 �� __ ________ EX GRAVEL _ vo ELEC -_-_- / �NE I /B .A SLOPE STAKE LINE i� FIB 624 BROADWAY ROAD 1 — F/ FIB L I QB 12" I E: 943.2 3 / \8 _/ �FC� DAVISBURG, MI 48350 E\,EC \ + PIN: 07-17-178-004 620BROADWAY ROAD MI 48350 _ �� --� iiiiiiiii . _� FI N - � B HA- F\6 16 DAVISBURG, E FIB --� / 634BROADWAY ROAD PIN:07-17-178005 iiiiiiiiiiiiiii iiii ii -- DAVISBURG, MI 48350 PIN:07-17-178-016 C /. �' ROW �� '� B 1 N �2 -- FIB _r E� EX � 00 p-- _ EX ROW � P.O.B. _STA. 9+35.0 STA. 9+3.12 cp 1 G �(ok% EX PO Ap0 P \ - --1 cn - A cr 1 O, TAPER I 589 BROADWAY ROAD 2" MILL & OVERLAY J DAVISBURG, MI48350 2 MILL & OVERLAY / HMA APPROACH (TON) ' PIN: UR MI481 WEDGING REQUIRED ' WEDGING REQUIRED HMA APPROACH (TON) ELEC - CONC PAVT, MISC, NONREINF, 6 INCH (SYD) 66 FT -CURB, CONC, DET E2 1 EA - DR STRUCTURE, ADJ, CASE 1 (EA) 643BROADWAYROAD 627BROADWAYROAD 1 EA - DR STRUCTURE TAP, 6 INCH (EA) DAVISBURG, MI 48350 DAVISBURG, MI 48350 -11-1,....,,....,,- PIN: 07-17-180-008 PIN: 07-17-180-014 DAVISBURG, MI 48350 PIN: 07-17-181-002 v �� — — EX ROW UNDERDRAIN, SUBGRADE, OPEN GRADED, 6 INCH, RCOC (FT) BROAD DAVISBURG RD) 162 FT - SEWER, CL C, 12 INCH, TR DET B 66' ROW MILL POND 1 EA - DR STRUCTURE COVER, TYPE K NO ADDRESS _ 1 EA - DR STRUCTURE, 24 INCH DIA DAVISBURG, MI 48350 RIM: 963.12 PIN: 07-17-253-003 12" E IE: 959.37 6" W IE: 960.62 FA REFER TO BREACHING PLANS, RESTORATION PLANS, AND STRUCTURAL DEMOLITION PLANS FOR DAM REMOVAL, CHANNEL IMPROVEMENTS, AND CULVERT SLOPE STAKE LINE F _ O FIB — FI \\ HMA APPROACH (TON) 5' � 495 BROADWAY ROAD \ DAVISBURG, MI 48350 PIN: 07-17-253-004 7 FT - SEWER, CL C, 12 INCH, TR DET B 1 EA - DR STRUCTURE COVER, TYPE K 1 EA - DR STRUCTURE, 24 INCH DIA RIM: 963.87 12" S IE: 959.00 6" N IE: 961.37 1 EA - DR STRUCTURE TAP, 12 INCH 12" TAP IE: 958.30 i W W W z W W W J W W (O W LL J LU W Z W J (7 Q (D z W LU 0 0 z Q W LU (D z () of Z W � z O J O � d W O W J� J Q O a H H O 0- � H 00 0- H Q m O 0- J LL � H W 0 O H = Q M M Y O = U m M N 0' O_ U (� H [n O z= d 0 U co 00 'v = 00 Ll _ 2 0 2 U Q o O ui o Q O z= � L0 W z Q W Q Q. LU Z j cn z Q \ LW of °) ' U L0 Ur ui — U (h H (0 Ur EE CL 0 M W U� M a. O d' U 61 O= U H 0 z (D 0— U' z J W J Q 6) U J U LU Z (O Q H Z �' Q %� Z O U Z Z _ O— L1� M M (6 M � L� N X O; N i � Z (V J LU Z M N W (O d (v) _ N Z �' U uJ d U d' X d d m W W d W M a_ C,) U W O W M N m N 6) N} W U) Z �' c3 U) O E co �' (O N � M (O 06 M M a; C) + 00 00 O � 6) O + Or mMQ U Vcl) O N U' (nco + F_ �ODU C M O N (f) � 6) ((0Cy) ( cq a) Lf) O W (O b m + L(0 O+ O- 0 � n C + % m co� �m O W F- Q 00 W O LU W M v 00 O W U w + > 0 w + LU LU 2 F- w Q O O U O 2' C)O _ W O W J w U MAINLINE QUANTITIES - THIS SHEET ONLY PAY ITEM QTY UNIT EMBANKMENT, CIP 2000 CYD AGGREGATE SURFACE CSE, 6 INCH 151 SYD AGGREGATE BASE, 10 INCH, CIP, 21AA, RCOC 3325 SYD SUBBASE, CIP 1219 CYD HMA, 3E3 491 TON HMA, 5E3 491 TON HMA APPROACH 140 TON CONC PAVT, MISC, NONREINF, 6 INCH 15 SYD CURB, CONC, DET E2 66 FT CURB AND GUTTER, CONC, DET F4 1224 FT DR STRUCTURE, TAP, 6 INCH 2 EA DR STRUCTURE, TAP, 12 INCH 1 EA UNDERDRAIN, SUBGRADE, OPEN -GRADED, 6 INCH, RCOC 1665 FT GUARDRAIL, TYPE MGS-8 691 FT GUARDRAIL APPROACH TERMINAL, TYPE 2M 2 EA GUARDRAIL DEPARTING, TERMINAL, TYPE MGS 2 EA TURF ESTABLISHMENT, THM SEED, REGULAR MULCH, 3100 PERFORMANCE, RCOC SYD LEGEND PAVT, REM (SYD) SIDEWALK, REM (SYD) HMA SURFACE, REM (SYD) COLD MILLING HMA SURFACE (SYD) Know what's below. Call before you dig. PROPOSED HMA PAVEMENT (OVERLAY) A=COM PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAN D COUNTY PARKS 04. 2800 WATKINS LAKE ROAD T WATERFORD, MI 48328 COUAND COUNTY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 ail 248.846.6558 TEL 248.846.6557 FAX SCALE: 1" = 40' CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION + + + 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I I I/R DATE DESCRIPTION KEY PLAN PROPOSED HMA PAVEMENT (FULL DEPTH) K11111A PROPOSED CONCRETE PAVEMENT L L L L L L LL. LL. LL. PROPOSED CONCRETE SIDEWALK <a o PROJECT NUMBER PROPOSED GRAVEL SHOULDER o� off` 60594641 PROPOSED RIP -RAP SHEET TITLE DAVISBURG ROAD CONSTRUCTION SHEET SHEET NUMBER R D-1.10 232 Last saved by: JESSICA.LANCE LLE(2021-07-30) Last Plotted: 2021-07-30 Filename: C:\USERS\CHRIS.WARREN\ONEDRIVE - AECOM DIRECTORY\PROJECTS\60594641 DAVISBURG\900 CAD GIS\910 CAD\002 DRAWINGS\RD-1.11 TO RD-1.14 - RCOC 3D BASE.DWG ARCH D 24" x 36" RIGHT - PROPOSED EDGE OF PAVEMENT AND SLOPE STAKE LINE 01 m CD01 w E.G.974.20 o F.G. c+n E.G.972.81 O F.G. E.G.970.52 o F.G. c+n E.G.968.28 O F.G.968.06 o E.G.966.60 o F.G.966.26 + E.G.965.73 o F.G.964.91 E.G. 965.62 o F.G.964.46 + E.G.965.74 o F.G.964.62 E.G.965.54 o F.G.964.24 + E.G.964.20 o F.G.963.39 E.G.961.78 o F.G.962.24 c+n E.G.960.31 O F.G.961.52 m x 0 X O E.G.959.45 z o F.G.961.02 z m E.G.959.22 c++ O F.G. 961.01 0 0 04 mcn cn m cn cn E.G. 959.44 0 - r o F.G.961.51 c++ E.G.959.72 O F.G.962.44 rn E.G.960.82 o F.G.963.63 + E.G.962.63 o F.G.964.86 E.G.965.13 o F.G.965.83 + E.G. 966.57 o F.G.966.33 w E.G.966.83 o F.G. 00 E.G. o F.G. 4 cn 0 cil 00 E.G.974.20 o F.G. c++ E.G.972.81 O F.G. Qc) E.G.970.52 o F.G. E.G.968.28 + o F.G.968.32 o E.G.966.60 J I o F.G.966.58 + E.G.965.73 I o F.G. 965.5E 1 E.G. 965.62 \ o F.G.965.20 I 1 + E.G.965.74 1 o F.G. 965.3E I N / E.G.965.54 \ + o F.G.964.87 + E.G.964.20 / o F.G. 963.5E / + E.G.961.78 EXISTING GROUNDLINE AND PROPOSED PLAN GRADE LEFT - PROPOSED EDGE OF PAVEMENT AND SLOPE STAKE LINE m m � -4 01 01 m m o � o � c) cn c) cn c)cn BVCE: �,68.74 BVCS: 4+40.15 r r O m < < M m w m D mD �rn<11 < 1 O (0 O (O + O � NJUi �rn v, O�0 EVCE: '�-65.29 EVCS: ' 1 +25.15 o F.G.962.05 / E.G.960.31 c++ O F.G.961.04 f I I 0 I � E.G.E.G.959.45 A J o F.G.960.54 z I I / o I r i i i i i i �1 i = 0 = o � m m C m <" O IV PI) N c z i/n � m n y D O o O t c 00 Z m o o m < 0 00 C m c N) Wo cn m � cn � m o C) Z o =� go8-0 0 o mQ m 0 D �U) v Z�z < m m Q -n W W r m z Im + E.G. 959.22 \ O F.G.960.54 0 co c I 0 O� m c I(cn m cn + E.G.959.44 o F.G.961.04 I + E.G.959.72 Cn O F.G.962.04 m 0 v O U) m O m E.G.974.20 00 O F.G. + E.G.972.81 M CDF.G. E.G.970.52 o F.G. GRADE BREAK STA = 9+35.00 w ELEV = 968.96E /4° + E.G.968.28 o F.G.968.1' o E.G.966.60 I F O F.G.966.69 I I BVCS:11+,:5.26 fBVCE: 965.29 m� m • < m� n r � mcn NmD m D N m < (D ©o�M N O O + E.G.965.73 o F.G. 965.9E E.G. 965.62 i o F.G.965.68 + E.G.965.74 o F.G.965.84 E.G.965.54 o F.G.965.28 B`E�lESt21e�6 + E.G. 964.20 B`E(9 9 3�,� o F.G. 963.6E I r r- Zip n�m rn - i D rr i D w o < cn < O o (.0 C Cn N (.0 a' -14 rn E.G. 960.82 U' EVCS: 16+00.29 + o F.G.963.54 _ BVGE: 963. 2 \ 0o EVCE:963.55 BVCS:16+05.3� ° + E.G. 962.63 T - O F.G. 965.07 r L- - \ n .r-� D N O < � \ N (.0O O O O + O Ul � \ a) Ln i E.G. 965.13 o F.G.966.07 ' EVCE:966.11 \ EVCS: 17+,,0.35 O o GRACE BREAK + E.G. 966.57 STA = 17+50.00 o F.G. 966.57 J I ELEV = 966.566 w E.G.966.83 I o F.G. 00 E.G. \ o F.G. ;u mcn 0 O W Z Z Z U)O C -n C� O O Z w E.G.961.78 i o F.G.961.80 / I + E.G.960.31 I o F.G.960.3C I m / x a 0 m / z m E.G.959.45 I m o F.G.959.80 1 0; � J Ocn cn + E.G.959. o F.G .959.8 1 I cn E.G.959.44 1 i o F.G.960.29 I I + E.G.959.72 o F.G.961.3� rn E.G.960.82 o F.G.963.21 + E.G.962.63 \ o F.G.964.8' E.G.965.13 o F.G.965.83 `\ + E.G. 966.57 o F.G.966.31 J I 0 E.G.966.83 I o F.G. \ 0o E.G. cn O F.G. g �cncnm> n N CZ�-4n O vOgm�O 2 Z cn (D N -n 3 0 r- O Z �� r o r Z 00 0 ��O N O 0 x �0 co �oo,O-n > > m= m 6) c> n D 0-;D z ()cC) r CT N � � m-� m mar Z r O r D 00 w Z oo 0 m 0 O > P00 OO `j �-0 o O z z U x • � 3`J II - a D O D OC)O Z � L. zmM oo �o>C 0 Z z�u m 0, 0 m � O 0 O r r Qo (M X N ❑ 2 U ry Q ry U) (D z_ Q ry N O O Q U O rn U) C� ❑ Q U O O rn CD ry m U) Q v rn m O U) U W O ry O� ry LO N U O W N m ❑ O 0 IL wQm J , W M I� ❑ O W 'Z NO O � N Z W ry Ill J ry U3: Z J ry Q= UU U)ry LUU) �Z) �U m E �m a� J LL 10+00.00 980 980 975 I I 975 970 �' s cop 970 co ((per I 0)m (oO a) oID N co (ON co Cy� Lo n R7Ro _9 nn o (moo N 965 — — 965 w MILL & r� I w OILL & �_ 960 OVERLAP I p O /ERLAY I 960 U � J U 955 0 955 Ul 950 fi 950 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 9+50.00 980 980 975 I I 975 970 N � O N � A `° � N M co ° ° co oo 970 � �� Mc � O)L� (06i � -n ('F°/. -1 74` / -9 nn°u �} 45% 965 U I O 965 MILL & MILL 8 �— w OVERLAP OVERLY I 960 z 960 U D J � U 955 (n 0 955 U 950 fi 950 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 9+35.00 980 980 975 I I 975 970 OR N 7 p O 7 WLo n p p n O N W r W N O p W q cl CON `° a)o `° N m J 970 n!d9% -1 8514 rn C'i 965 O Of MILL & MILL & AV —OVERLAY O O 965 OVERLAY i i 960 z 960 U D J � U 955 0 955 U 950 fi 950 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 11+50.00 980 980 975 975 970 : p M o� o O P. co co co e N O° O W 970 �N Lno � N O Do� n n ON V 1A 965 o I � 965 I 960 z 0 960 U � J � U 955 0 955 U 950 950 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 11+00.00 980 980 975 I 975 I 970 970 I (4 co p UC L O CD CD (O (D co� '500 V CD O 965 � �!_�, COOo 965 w I w I MILL & 960 ~� JwEFLid Z MILL 4L 960 U OVERLAY D J � U 955 (n 0 955 U 950 950 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 10+50.00 980 980 975 I I 975 970 I I N _ (4 O O? V � G I I 970 Li) Lo N M L6 O O p'K L' l) R O 1 13°(�� m 0 aa� (o� a 965 ' _ _ _R 44,1 nn°i 0 965 w ' 1 w I MILL & ~� 0 I 960 0VKnL 960 U D J � U 955 0 955 U 950 950 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 L=com PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD OAKLAAKIAND WATERFORD, MI 48328 � 248.858.0906 TEL CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD s DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE DAVISBURG ROAD CROSS SECTION SHEET SHEET NUMBER RD-1.12 234 Qo (M X N ❑ 2 U ry Q ry U) (D z_ Q ry N O O Q U 0 rn U) C� ❑ Q U O O rn CD ry 00 v rn 0 cm U W O ry O� ry IO N () O W N m ❑ O 0 IL wQm J , w M I� ❑ O W 'Z NO O � N Z W ry Ill J ry U3: Z J ry Q= UU U)ry LUU) �Z) �U m E �m a� J LL � 13+00.00 � 970 I 970 965 °� In N lSl In o O N 04 N N f 965 to rn o (o rnG I ° 960 ° 960 I N00 955 955 w w 950 z o I 950 U � U 945 0 945 Ul 940 fi 940 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 12+50.00 975 975 970 M 970 I o I M ^; C, co O 7 L� —o o 'n o 06 O) W N O N m N M N�j N 7 M o M �o °° 2 965 - CIO �T •p 965 I ") L.I ° _ ^ ck,' - F I I 960 r 960 x w x w 955 I I Z I I 955 U D J � U 950 U) 0 950 L) 945 fi 945 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 12+00.00 980 980 975 I I 975 970 M 0 I 970 N VNO co 7 O cO �N s��N O p o O 4O O O NO�:N o N 965 / �. _, ., �� ...,1•; N m �J � p � 965 x w w 960 I I Z� I 960 D J � U 955 0 955 Ul 950 fi 950 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 14+50.00 970 970 CAUTION: GUARDRP IL POST DEP TH OF BUFY = 3'4' 965 a° oLa To To' o_ l,JOT � �Ln0 p I 965 357.67 T/P.RPHET a rn°) 0) rno 960 956.1 7 SEMI -CZ TOP OF,TRUCT 960_ \ 955 —w - — —� ��_ 955 zz REFER TO SHEET B-5.2 FOR 950 LD JJL\9G;fYVVAL I 950 TOP OF B ' NK U 945 CHANNELBOTTOM 0 945 940 940.00 SEMI -CI CL 940 T/ DN 935 � 935 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 14+00.00 970 970 965 965 In ,, v CD I p J� Lo O y� °0 CD p O) O N� Q) � 960 I - I 960 955 955 x w x w 950 I z o I I 950 U D J � U 945 U) 0 945 U 940 940 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 13+50.00 970 I 970 965 10 0 0 0 (n I 965 04 260) Imo - °) O Z r.n°i, r ° 960 - - - • • _ - I - 960 I / I 955 x 955 w w I Z I 950 I I 950 D J of U 945 0 945 U 940 940 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 L=com PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS _ 2800 WATKINS LAKE ROAD WATERFORD, MI 48328 COUNTOAKLAND OUN"IY 248.858.0906TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX -,q am CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE DAVISBURG ROAD CROSS SECTION SHEET SHEET NUMBER R D -1.13 235 Qo (M X N ❑ 2 U ry Q ❑ uj U) Q m m U O U ( 0 O ry U) (D z_ Q ry N O O Q U O rn U) C� ❑ Q U O O rn CD ry m U) Q m O (. U) U W O ry O� ry (O N C) O W N m ❑ O 0 IL wQm J , W M I� ❑ O W 'Z NO O � N Z W ry J ry U3: Z J ry Q= UU U)ry LUU) �Z) �U m E �m a� J LL � 16+00.00 � 970 I 970 (O �2N �2 11) .0 V N 965 ° �2 f' ° � ° N � 965 0)o 0% 9 on°i �co�I 1 1 \ (O N 6) 960 960 955 Of Of 955 w w I z I 950 I o I 950 L J � U 945 0 945 Ul 940 fi 940 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 15+50.00 975 975 970 I I 970 N 965 I h N o �o I 965 _ 0 aND 0)O 6)O O) o 960 — 960 w I Z I 955 � I/ � I 955 D J � U u) 950 0 950 U 945 fi 945 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 15+00.00 970 970 965 ,n v Lo o� 965 I )O O O (jM c 0 O ON v I co (JO 00 rn o O O -ann°i a rn°i- 960 I —'--- — I 960 955 � 955 w / w 950 I Iz I 950 D J � U 945 0 945 Ul 940 T 940 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 17+00.00 980 980 975 I I 975 970 I I ; �M Do0 N I L I 970 9 0 CO Q) D —Lo � �O N O 00 0 (O 0 6 O to O 00 C0 6 (n (D00 V nj C" co N OO m O N ° 965 = — '-- ��= 965 X w 1 1 < Lu 960 I I z o I I 960 L J � U 955 co 0 955 Ul 950 T 950 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 16+85.26 980 980 975 I I 975 970 I off; I 970 o O 00 m 0 '� O L6 0 coN ° 0 965 v �9Q O i 965 _� 960 I I Z I I 960 D J O U 955 U) 0 955 U 950 950 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 16+50.00 975 975 970 970 N o)� O �10 O O I� Lo 00 O O V coN (o I� rn �cD 0)0 co) ON ° 965 w -9 nn°i �, I �a°i .°(. ^-aQ° r Ql s 965 N � ; ° O 7 960 � � 960 w w 955 I I Z o I I 955 D J � U 950 co 0 950 U 945 945 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 55 60 L=com PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD OAKT I_A WATERFORD, MI 48328 COUNlY 248.858.0906TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 • 248.846.6558 TEL 248.846.6557 FAX 5PKINUItLU, CHARTER TOWNSHIP CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE DAVISBURG ROAD CROSS SECTION SHEET SHEET NUMBER R D -1.14 236 C Its r� Ili l if >\ ( / / I I I L-_I J 1 I I\\\ I\ ` \\ \ ` \ I / l I / / / `\ ` 1 1 l l l • � \ \� \ \ � l I I J I I III \ \ \ \ I / ,� I / // /\ # / 1 / // :• r� \�. �• 11 ill // , �l/� , . , -• • J1Soong . �`'\I I I\ \ \ \ \� \ - -- •-^v\ _-__- / Jl �l I 1 I I\I III I \—\\ I�II�1 1 I I I I I I II I \ \ \ \\ \ \ \ \\ \ \ -• - � � / / / / � I � \ I / I\ � / \\ 1 '` I � � � J � l\ I, � .. /, I,j or \\ l// JI I Ilk \ \ \ \ \ \ \ IJ1.\GAZEE14 I \\ �\\ \\�\\\\ \ 1 / / / ----\\\\ \\\\\\\\ \ I III • // /• I I - - I -_� / \ \ �\ \\ \ I I I 1 / / / / I \\ \\\\\ \ \ \� 1 \II • - f // / // - - <\ 1 1 \ \ \\ I I is EXISTING WATER LF \°\ \ \ \ \ ••III ( // i_-� / / / I I I 1\\ \ - � \\\\ (/ \ // // � s/ // // / /I \1 \ I I I 1 I \\ \ 1 \\ \ \ \ 1 \\\ \\ .\\� I / 1 1 .\ \ J _-- i - `�\\`\�' = •• � •• � ,--___ I I // � itGRADED WETLANDI 1 Ill 1 I`NOTES') I 1 OWNER SHALL MARK OR APPURTENANCES TO THE CONTRACTOR FOR SALVAGE OR REMOVAL. SALVAGED MATERIALS ARE TO BE THE PROPERTY \\�_"� OF THE STOCKPILED•-• , SHALL AGREED'- DELIVERED TO THEIR FACILITY -LATER /i/// I 1 1 \ I 2. SEEPS AND TRIBUTARIES WILL BE ENCOUNTERED AT I IUNKNOWN LOCATIONSAS D• PROCEEDS./ - ------ CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SUCH `` L �_LJ� —=1 \ _ r rr ��•�—=_i — -- — --�� \ \ \ l — __��= �_— �\\1 / �J//J JAI I I / // / / lDRAINAGES ■A ■ ■■A■ PER APPRO/ I — — — — — — — — — — -- r ENGINEER, AND FOR PROVIDING TEMPORARY CROSSING OF r r—� =1\\ \ \ / \--�� / /kaSUCH AREAS ■ COMPLETION ■■ / _jJOJECT � l \ I ( _�/ // / / \'—��—___=�—�—r ! / I �/ i/ / / 1. WORK/ FINAL GRADING o 2021 MicrosoftCorporationo DTi ,Q/ RTER TOWNSHIP NUT FOR 7NSTRl1CT1C7 L=com U) (1) 0 .E E aD 0 m c m U O 0 a cD 0 z J d w J ry w Z w O m cn (D z Q 0 N O O r) Q U O rn U) cD 0 Q U 0 0 rn C� m U) Q 0 It rn 0 (0 U) U w O IL 00 ow o� N m0 _O d Q J > 0 ow M z , O Oi �Z w N 0' ry z�w �uj �_ �U �U) ry = w U c) _U a C E c/)co J w Z O p � W 0 0 o Q SHEET p� AREA I / 0 Q\ DAVISBURG ROAU� HIAW . SEE / RIVER TROUT POND LEGEND PAVEMENT BOUNDARY OVERHEAD ELECTRIC OHE EXISTING MAJOR CONTOUR LINE EXISTING MINOR CONTOUR LINE FENCE LINE EDGE OF TREE AND/ OR SHRUB LINE WETLAND AREA NORTH RIP RAP EQUIPMENT �\\\��\y o so' 120' STAGING/ MATERIAL y STORAGE AREA CONSTRUCTION LIMITS TEMPORARY CONSTRUCTION FENCE — � — Fig= � � / � _ � � p r � — SOIL BORING J— FIB EQUIPMENT STAGING/ _ MATERIAL STORAGE'- -FI AREA —�FIg - PEDESTRIAN BRIDGE —F'g FI Ig — — PARCEL # _ - 07 17-252 003 o PARCEL#FI PARCEL # 07-17-252-005 CHEFIB Fe J \07 17 252-016 y FIB y yy y y y — Fes_ ' / / PARCEL # r j /' y y/ y y y \ y y y 07-17-252-004 ` �/ / y r y y y � R\\\ _. �� ,.�� \ \ J L — �� / ( i // y /y y /d• y y y y y �- PAVILION \ F g VO p O / �_ B3 FI Fli3- �9 - w l y y y y i� y FIB —FIB FI I� _ / �FI� \ l� ) ` / w w w I w �i y y y y y y B JSOO� y y y y y y —FIB O 4IR r UP 'G ROAD / i �� FIB j DA FIB BASKETBALL PICNIC -- - 0 - EXISTING I �• \ 1 COURT �— FIBS y y y y y y y y i- - COO 0 / ,<, 1r AREA VOLLEYS SPILLWAY `. / 1 COURT LL I I _ -- — r HO SHOE— \ � AREA �I / l 1 1 — — AREA TO BE � , - - � PARKING PROTECTED BY ,'I 1 o LOT _ 1 CONTRACTOR / �I1 I� SHUFFLEBOARD c I _ y y y y y y y y y COURTS SEPTIC o / / \ FIELD 1 Co ` ` \ _ 1 \ y y y y y y y \ \ w\ 4, -— O FIB>\96o� I yz o yw �yW 6� GAZEBO TO BE DEMOLISHED yyy�wy yyy L6 OR MOVED BY CONTRACTOR \ y y y y y y I C° C7 °° I TO LOCATION DESIGNATED BY y y V y y y y yr y y y y y y I y HART -14- OWNER y y y y y y y y RESTROOMS COMMUNITY I TENNIS y \y y y y y y y ` \_ y y Jr y y y y y y y 1 \ y y y y y y �� \ CENTER COURTS O SEPTIC FIELD - /D y y y y y y y y - y y __'Novy�I / \\ I AREA TO BE I °' I/ y y y y y y y y y y y ". ' \ PROTECTED BY '� / I CONTRACTOR -w--y w w w y-�y�y w I w �. I w \I `, \ \ Q 5 00 I �►, \ EQUPMENT STAGING/ 1 1 w I w w w w w w S — y y y y y y y y y 94 � � PARCEL # � � �\ °� \ \\� U7-17-253-004 \/ MATERIAL STORAGE s° L_ p0 I AREA y y y y y y y y y y y y y y l y y y y y y y :• y 'O � y °� \ \960 \ GARAGE I w I y y y y y y y y y y y y y y y y y y y y I I °-Y � C � � _� - `� � i t/� \ J i / w w •: y y w I w y w w y y y y y y y y 1 y y y y y J, ` �\ \ �' 1 ;\\ `,\ y J, J, \ / y y ✓ y y y y y y y # IV P ,to, y y y y y y y' __'• w ^.� y 4� y y` 41 1 ---. 9 �— ��_� / / y y y y y y y y y y w y y y y y y y y y y y y y y y �07-17-253-003 \ \\ SO ._ -- / !!^^00 I\y y y y y y y y y y - y y y y y yl y y y y y_ y y l y y ` y y \ \ \ \ \ 00 \ / .._! / 40 / y, y y y y y y y y y r \ y y y y y y y y y y y y `�6'° y y y \ \ l \ \ \ ` / / y/ y y y y y IV y y y \y y IV IVy yl y y y y y y y �° y y y y y_y � y � y y y y yy y y yy\ — __IVy IV IVy Vv y y y y\ y y y y y` \ \ .O y y✓ -_ \ y y y y y y y y y y y y y y l IVy y y y \ \ \ �'9 W / IV�1� \ V \ \ y y y yl y y y y y y y y y y y y y y y�00 y IVy y y y y � �\ 1 \ O y y yO 0 \ y-96� O w w w w I �y /y w y IV �50 0/ ' y y \ y y y l IV IV y Q y y y y y y y y \ y y l \ y y y IL y y y y y y �y y L 1• •�• =L- - L - - - \ y y = y y y Y Y IV IV IV 1A, IV y y y y y y y y IY y I y y \y y y _ \ \ y y y , y y y y y y y —�' � y y y y y y y y y—y \y �w y —950.00 y w W -"�/ w y w v y IL \\ \ I � \ y y y y y y y y y y y y y y y y y y y y y y y �� y y y y y y y y W y y y y ............ —.... \\ � �\�\ � \ I\ •� y y y y y y y y y y y y y y y y y y y y y y y /y .-\w� y �\ .�✓'��' �� \ \_ -- —� / � '�� J � I ( y \ � � y y y y y y y y y y y y y y y y y y y y y y y y y � y � � ._ y y • � � \ w- - -- = i � .� y y y � y y y y y y y y y y y y y J 1 � - - _ _ � - --�-- _ � y y y �. � y y y y y y y _ �•- = \ y y 3 y y _ �� \ i \ I �I _FIB — — \ DAM BREACHING AREA PROPOSED M E N N E N ACCESS ROAD RAILROAD I I I I I I I I I PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAN D COUNTY PARKS 2800 WATKINS LAKE ROAD OAKI.. ND WATERFORD, MI 48328 COUNTY 248.858.0906 TEL M' c "' G ^ " CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD J DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE GENERAL SITE PLAN SHEET NUMBER B -1.1 238 co x N U ry Q 1, a� 0 Lu E m c co a0 0 .11 m W z Q ry 0 N O O 0 Q U O 0 0 O rn 0 m Q 0 L0 O U w O rr w ry 00 ow o� N �U aQ J > ry 0 ow "' z i O Oi �z N n' Q' z�w ry ryCo �U �ry =w U co s� �U a� m> E J L.L EROSION CONTROL NOTES�-- 1. THE CONTRACTOR SHALL COMPLY WITH OAKLAND COUNTY RULES & REGULATIONS FOR SOIL CONTROL AND SUBMIT A SCHEDULE OF SOIL l \ \ l / EROSION ACTIVITIES TO THE LOCAL ENFORCING AGENCY PRIOR TO ANY I _ EARTH CHANGE AND AFTER RECEIVING A NOTICE OF COVERAGE AND \ ` COMPLIANCE. \ j 2. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE \\ / CATEGORIZED AS INITIAL, INTERIM, AND FINAL MEASURES. INITIAL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY MAJOR SOIL DISTURBANCE ON THE SITE, AND SHALL BE LOCATED AT AND ADJACENT TO AREAS THAT WILL BE DISTURBED AT THE START OF CONSTRUCTION — I (TEMPORARY ACCESS ROADS, ACCESS ROAD ENTRANCE/EXIT POINT FROM THE SITE, AND DOWNSLOPE OF THE EXCAVATIONS AT THE DAM). INTERIM MEASURES SHALL BE APPLIED TO AREAS THAT WILL BE DISTURBED AS CONSTRUCTION PROGRESSES (DOWNSLOPE OF SOIL DISPOSAL AREAS, STOCKPILE PERIMETERS). FINAL MEASURES SHALL BE \ I I APPLIED UPON COMPLETION OF CONSTRUCTION, AND MAY CONSIST OF MAINTENANCE AND UPGRADES OF PREVIOUSLY PLACED INITIAL OR I I INTERIM MEASURES. 3. ALL INITIAL SOIL EROSION AND SEDIMENT CONTROL PRACTICES ARE TO BE INSTALLED PRIOIR TO ANY MAJOR SOIL DISTURBANCE, AND IN THEIR PROPER SEQUENCE, AND MAINTAINED UNTIL PERMANENT PROTECTION \ \ \ ? IIJ IS ESTABLISHED. % 4. ANY DISTURBED AREAS THAT WILL BE LEFT EXPOSED MORE THAN 30 1 1 DAYS, AND NOT SUBJECT TO CONSTRUCTION TRAFFIC, WILL IMMEDIATELY RECEIVE TEMPORARY SEEDING AS SPECIFIED IN �� A1 SPECIFICATION SECTION 32 90 00. IF THE SEASON PREVENTS THE ESTABLISHMENT OF TEMPORARY COVER THE DISTURBED AREAS SHALL I ' BE MULCHED WITH STRAW, OR EQUIVALENT MATERIAL, AT A RATE OF 2 FIB_ EQUIPMENT STAGING/ TO 2.5 TONS PER ACRE. _ FIB_ �� - MATERIAL STORAGE \ l —FIB= AREA 1 5. THE CONTRACTOR SHALL INSPECT ALL TEMPORARY & PERMANENT e / EROSION CONTROL MEASURES WEEKLY & IMMEDIATELY (WITHIN 24 HOURS) AFTER A SIGNIFICANT RAINFALL EVENT ALL MEASURES � z O O Q p � w 0 � o o � o a DAVISBURG ROAD SHEET HIAWA SEE RIVER TROUT AREA C-� POND I � I i LEGEND PAVEMENT BOUNDARY OVERHEAD ELECTRIC EXISTING MAJOR CONTOUR LINE EXISTING MINOR CONTOUR LINE SILT FENCING EDGE OF TREE AND/ OR SHRUB LINE PROPOSED ACCESS ROAD RAILROAD WETLAND AREA OHE EQUIPMENT \\\\\\`I STAGING/ MATERIAL - — — — — — — — - STORAGE AREA ........ CONSTRUCTION oU oU o ENTRANCE J-- l IB \000 REQUIRING MAINTENANCE REPAIR OR REPLACEMENT SHALL BE FI CORRECTED IMMEDIATELY AT NO ADDITIONAL COST TO THE F/g GOVERNMENT. 6. IF UNFORSEEN EROSION OR SEDIMENTATION PROBLEMS ARE 1 1 IDENTIFIED; THE CONTRACTOR SHALL TAKE IMMEDIATE MEASURES TO 11 1 STABILIZE THE AREA AND CONTROL THE PROBLEM. THE CONTRACTOR 1 SHALL ALSO NOTIFY SPRINGFIELD TOWNSHIP. THE CONTRACTOR SHALL 1 IMPLEMENT ANY ADDITIONAL MEASURES REQUIRED BY SPRINGFIELD TOWNSHIP. F113_ _FIg� _FIB 7. ALL SUBGRADE SLOPES SHALL BE TRACKED PERPENDICULAR TO THE —�Flg SLOPE TO AID IN EROSION CONTROL OF SLOPED AREAS. FIB. —FIB—F J �B 8. CONTRACTOR SHALL FENCE OFF AND PROTECT TREES/AREAS — — L /�� o �►� DESIGNATED BY SPRINGFIELD TOWNSHIP. ' G ROAD W� 1 � � -FIB 9. THE LOCATION OF ANY STOCKPILES SHALL BE DESIGNATED BY SPRINGFIELD TOWNSHIP PRIOR TO CONSTRUCTION. THIS AREA SHALL BE ENCLOSED BY SILT FENCE A REASONABLE DISTANCE FROM THE TOE OF SLOPE UNTIL SUCH TIME IS USED. 10. A CRUSHED STONE, STABILIZED CONSTRUCTION ACCESS PAD WILL BE INSTALLED WHEREVER A CONSTRUCTION ACCESS ROAD INTERSECTS A PAVED ROADWAY. SAID PAD WILL MEET THE REQUIREMENTS OF THE TEMPORARY CONSTRUCTION ENTRANCE DETAIL ON SHEET B-1.3. 11. STREET SWEEPING AND DUST CONTROL SHALL BE THE CONTRACTOR'S RESPONSIBILITY AS DESCRIBED IN THE SPECIFICATION. 12. ALL DRAINAGE DITCHES ARE TO BE STABILIZED WITH EROSION CONTROL BLANKET; DRAINAGE DITCHES STEEPER THAN 3% ARE TO BE SODDED. 13. SLOPES STEEPER THAN 1VAH (25%) LOCATED WITHIN THE DAM BREACHING AREA ARE TO BE STABILIZED WITH EROSION CONTROL BLANKETS PER SECTION 3140 00. 14. ALL WETLANDS NOT LOCATED WITHIN LIMITS OF DISTURBANCE SHALL BE PROTECTED WITH SILT FENCE AND SHALL NOT BE DISTURBED. 15. CONCRETE RUBBLE MAY BE SALVAGED AND USED FOR TEMPORARY EROSION CONTROL, BUT ALL METAL SHALL BE CUT FLUSH AND DISPOSED OF OFF -SITE. 16. FINAL SOIL EROSION CONTROL MEASURES, PLANTINGS & SEEDMIX FOR ALL SLOPES, WETLANDS, OR DISTURBED LAND AREA SHALL BE COMPLETED WITHIN FIFTEEN (15) CALENDAR DAYS AFTER FINAL GRADING OR FINAL EARTH CHANGE HAS BEEN COMPLETED. SEEDING, COMPOST, AND MULCHING REQUIREMENTS AND SPECIFICATIONS ARE PROVIDED IN SPECIFICATION SECTIONS 32 90 00. 17. AT COMPLETION OF CONSTRUCTION ACTIVITIES OR UPON REQUEST FOR REVIEW, SUBMIT INSPECTION LOG BOOK TO THE COUNTY AND SPRINGFIELD TOWNSHIP. NORTH 0 60' 120' - _�`�1 \gam �F - CONSTRUCTION ENTRANCE (SP-9) F _\� Flg_ 11_j_ \ O V\18 O IP 1S0 �-- pAVISBpR I 1 l 1 BASKETBALL FIB _ l 00 z EXISTING 1 I \ COURT PICNIC Flg SPILLWAY 1 I % lr AREA VOLLEYBALL- // COURT HORSESHOE _ AREA / G SILT FENCE (SP-2) \ `\G \ ' i `s / 0) AREA TO BE DSO 1 �, PARKING PROTECTED BY — _ I .00 `I LOT CONTRACTOR L / �` SHUFFLEBOARD o I - / I COURTS SEPTIC O O FIELD ° `I rn ♦ \\ \\ FIB21 `96'0 \ ♦ ) I 0) 'O �0� ( \\l 9 o O 00 I ` \ ♦ cfl I ♦♦ \; I HART I TENNIS �� 1 ♦\\� COMMUNITY I l COURTS W W W W W W W W W W �\ ♦ CENTER I \ 945 Ow I1W �Y �Y �Y �Y �Y �Y �Y �Y � •Y �Y �Y �Y �Y �Y �Y y \ I OOO � `` ` \ O \ y /� 9S �_ _ _ \ 960 GARAGE y y y y y y y y y y y y y y y \ I s \ , \ \ 00 00\ \� \ 1 \ \— �.y , 00* w w w wL w w w w w\ \ O00 aim OWN SILT FENCE SP-2 Y Y Y IV IV IV IV lY Y Y Y Y Y Y Y Y Y \ \ \ \ Q \ \ \ I \ \ s I O l \ \ \ \ o L Y 1Y 1Y 1Y 1Y S00 ` O \ 141, EQUPMENT STAGING/ MATERIAL STORAGE AREA P"=com PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD OAKLAND WATERFORD, MI 48328 COUNTY 248.858.0906 TEL M c H i G A "' CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX � CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE SOIL EROSION AND SEDIMENTATION CONTROL PLAN SHEET NUMBER B —1 . ` 239 c� 0 J Q w z 0 U) 0 ry w J 0 U) CO co (3 z Q ry ❑ N O O ❑ Q U O rn U) 0 ❑ Q U O O m cD ry D m co > Q ❑ O U w 0 ry w O� ?� c0 O�- c U Ow N � _o 2� 60 o_ U } w cnQ J w orr N ❑ w oz �0 N � z N w ory, zry Q 03: wu� �ry U ow Qw FU) �U c'o E J L.L 6" MIN. OF MDOT 21 AA AGGREGATE OR SIMILAR 6" MIN SE50 MATCH ELEVATION - OF TOP PAQFE FDIFING PAVEMING ENT NON —WOVEN GEOTEXTILE FABRIC 20'-_ CROSS SLOPE 3% OR FLATTED Nq oo ioob oho �°O SECTION A -A ORIGINAE GROUND TEMPORARY CONSTRUCTION ACCESS NOT TO SCALE ATP2H ED: 1 V S FILL AS NECESSARY BETWEEN AGGREGATE AND GEOTEXTILE NOTE: CONTRACTOR TO INSTALL TEMPORARY CULVERTS AS NECESSARY TO ACCOMMODATE SEAPS AND TRIBUTARIES. SLOPE AWAY FROM ROAD FOR 5' NON —WOVEN GEOTEXTILE FABRIC 10 6" MIN. OF 1 "-3" CLEAN WASHED STONE pR OR c'cR& 0 O Uq 12" MIN. JOIN DETAIL EXCAVATE TO CONFORM TO PAVEMENT OR CURB, JOIN DETAIL ROADWAY TAPER AT ALL EDGES C7 00 L-) O O `-'Oc- 00000��0 , D°�_Oo� PERSPECTIVE 6" MIN. OF 1 "-3" CLEAN WASHED STONE 12" TYrr o0 6" MIN. 1 "-3" CLEAN WASHED STONE oc Oo020' RADI M/ N O ) 6 BERM 8 00Pb-lHEIGHT BY 36" °G WIDTH v0U oo vv o ° 000 00000 �00D 0 D D OOOo \0,� O r10O° 0 C 1 NON -WOVEN GEOTEXTILE FABRIC 06 0V_)0 6" MIN TA E 2 EDGES AT V CROSS SLOPE 3% OR FLATTER —� 0 00 00�0� �°On /w\ / D\ SECTION A -A ORIGINAL GROUND TEMPORARY SE50 CONSTRUCTION ENTRANCE NOT TO SCALE Io, ftftft I. —I I 1=1 � �-` • '�-111—III EROSION CONTROL —ii— BLANKETS TOE —IN BLANKET 8" STAPLING PATTERN PER MIN. AT TOP (TYP. MANUF. BOTH SIDES) �`.%RECOMMENDATIONS SOIL EROSION CONTROL SE48 / EROSION CONTROL BLANKETS A NOT TO SCALE — 1 G EOTEXTI LE FILTER SILT FENCE JOINT, FABRIC REFER TO VIEW B—B COMPACTED 7 EARTH =1 � I-III=III=III=III-1TI=Ti: �!11=III— IT ITI—�TI�IT (UNDISTURBED VEGETATION PLAN VIEW wGEOTEXTILE FILTER = I FABRIC U',L` FASTENED ON UPHILL RIDGE OF COMPACTED SIDE EARTH TOWARDS EARTH ON UPHILL SIDE OF lill� III IIIITIIII��III� III'=IIII�IIII�'ll DISRUPTION 1 I GEOTEXTILE T, FILTER FABRIC FENCE UNDISTURBED POST A r VEGETATION REFER TO M.D.O.T. SOIL EROSION Bc SPACING PER MANUF. SSEDI6MENNTATION CONTROL MEASURES FRONT VIEW SOIL EROSION CONTROL SE26 GEOTEXTILE SILT FENCING NOT TO SCALE INSPECTION AND MAINTENANCE: SEDIMENT BARRIERS: 1. SILT FENCE SHALL BE INSPECTED AND REPAIRED IMMEDIATELY FOLLOWING ANY SIGNIFICANT RAINFALL (EQUAL TO OR GREATER THAN 0.5 INCHES/24HR) AND DAILY DURING PROLONGED RAINFALL. OTHERWISE, INSPECTION SHALL BE WEEKLY, AT A MINIMUM. 2. SEDIMENT SHALL BE REMOVED FROM THE UPSTREAM FACE OF THE SEDIMENT BARRIER WHEN IT HAS REACHED A 1/3 DEPTH OF THE BARRIER HEIGHT. 3. REPAIR OR REPLACE BARRIER (FABRIC, POSTS, BALES, ETC.) WHEN DAMAGED. 4. IF THE SILT FENCE DRIFTS FROM ITS INSTALLED LOCATION OR BECOMES PARTIALLY SUBMERGED, REPAIR SHOULD BE IMMEDIATELY UNDERTAKEN. 5. REGULARLY REMOVE ANY COLLECTED DEBRIS THAT IMPEDES THE FUNCTION OF THE FENCE. I \�x\��\\ _ 6„X 6„ ANCHORING TRENCH SECTION A —A SILT FENCE B SILT FENCE AQEI GEOTEXTILE FABRIC SHALL BE WRAPPED AROUND EACH VIEW B—B FENCE POST SILT FENCE JOINT STABILIZED CONSTRUCTION ACCESS: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDITIONAL LENGTH AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO ROADWAYS (PUBLIC OR PRIVATE) OR OTHER IMPERVIOUS SURFACES MUST BE REMOVED IMMEDIATELY. 2. WHERE ACCUMULATION OF DUST/SEDIMENT IS INADEQUATELY CLEANED OR REMOVED BY CONVENTIONAL METHODS, A POWER BROOM OR STREET SWEEPER WILL BE REQUIRED TO CLEAN PAVED OR IMPERVIOUS SURFACES. ACCESS POINTS TO THE WORK AREA SHALL BE CONTROLLED. LC0 m PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD WATERFORD, MI 48328 248.858.0906 TEL 41TI OAKLAND 0�� CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE SOIL EROSION DETAILS SHEET NUMBER B-1.3 240 co M X N U ry Q 0 0- a Q Y U a) U c 27) a) 0 (0 c a> m 0) ca c co 0 w c� U) w z Q J n (7 z U Q w m Q 0 N co U) 0 z Q ry 0 04 O O r) Q U O U) 0 Q U O 0 rn ry m Q 0 Lo O U w 0 ry IL Ory ow N O N �o ow IL ;J M Lu ,z o0 �z �w N ry ry z�w �C6 Qry 3:= ujU �C/) =w U c/) �? �U cE �co J LL \ t� FIR W 0 FIB O \ \ \ — c6 9KI RBY LAKE _ - SHEET _ p� AREA 0 DAVISBURG ROA' HIAWASSEE RIVET\ TROUT POND LEGEND PAVEMENT BOUNDARY WETLAND AREA OVERHEAD ELECTRIC OHE EXISTING MAJOR EXISTING CONTOUR LINE RIP RAP EXISTING MINOR CONTOUR LINE PROPOSED MAJOR ow FENCE LINE CONTOUR LINE PROPOSED EDGE OF TREE AND/ CONTOUR L NIE OR NORTH 0 20' 40' �FIg_ v OR SHRUB LINE FIBS --FIg_ o TEMPORARY _ p ° RAILROAD CONSTRUCTION FIB I \ a FENCE -F16� — _ I I I — — _ J EXISTING GUARDRAIL " " " ^ ° FIB UTILITY LINE FIB OHF IIB\ I I D OHE a - F/B OHE OHE _ FIB \ \ _FIB- OHE _� -_ _Fi6- � / / FIB OHE \ I F\0� / -FIB- OHE Oil I , _F/B \ \ FIB�� OHS �H_ FIB / t -- `OHE _FIB ' F\g/ / E FIB I� \ OHE _ FIB F\8 v- \ I g SIDEWALK CLOSED —FIB \ �F � oI oyF � F\0'� F/B� /��O �..._ -- \ \ FIB i ..... / \ O , —FIB � � ..----- _ \ \ \ F\e to EXISTING EROSION PROTECTION �o /B� FIB ' o� SIDEWALK CLOSED 1 I 1 REFER TO SHEET B-2.2 / %\ �� F/g\ F1B— dQsI FOR SECTION B B h'F -FIBS � �Flg \ -O- F\ate \ s FIB --FIB— - F�IB FIE? \ -FI6- \ \ FIB -FIB- \ IB IE ID FIB- - o F!B ,�V�✓CCC , F / —FIB- F► g_ — FIB ONE F/B 00 --F - ��,,.� - FI 6<� IB FI / CONSTRUCTION FENCING 0 \ URG OPD / [� I EXISTING 36" /X _ CMP CULVERT �X— — — — — — \ �__ CONSTRUCTION ACCESS \ —DEWATER THROUGH �� _ - - ROUTE EXISTING CULVERT X % / -_-. -- �— _ / FULLY OPEN SLUICE GATE. j — �. INVERT WILL BEAT 955.50' � i J7 ' APPROXIMATE STARTING WSE I AT BEGINNING OF BREACHING OPERATION. WSE=-956.10'/r ' 1 r f I fi �I REFER TO SHEET B-2.2 \ \ FOR SECTION A -A SELECTIVE DEMOLITION OF \ EXISTING INTAKE STRUCTURE \ TO DEWATER IMPOUNDMENT TO FACILITY PROPOSED CHANNEL CONSTRUCITON. MAXIMUM \ DEWATERING RATE ALLOWED IS 1.00' PER DAY \ �9`So 00 1 \ 1 \ l \ �DAM BREACHING SEQUENCE STAGE 1: 1. FULLY OPEN SLUICE GATE = INVERT AT 955.5' 2. CONSTRUCT ACCESS ROUTE ALONG SOUTH/ WEST SIDE OF MILL POND PARK, PER PLANS. 3. INSTALL SESC MEASURES AROUND ACCESS ROUTES AND EQUIPMENT/MATERIAL STORAGE AREAS. 4. CONSTRUCT ENGINEERED RIFFLE AT THE EXISTING RAILROAD BRIDGE. SEE SHEET R-1.4. 5. INCREMENTALLY DEMO THE SLUICE GATE FRAME/SHEET PILE TO APPROX. 950.51 \ 6. CONSTRUCT SEDIMENT TRAP IMMEDIATELY UPSTREAM OF OUTLET. 7. AS WATER LEVEL LOWERS IN THE POND, START EXCAVATION OF \ RESTORED CHANNEL IN THE PROPOSED ALIGNMENT, WORKING FROM UPSTREAM TO DOWNSTREAM. 8. MONITOR AND EMPTY SEDIMENT TRAP AS NEEDED TO MANAGE SEDIMENT TRANSPORT DOWNSTREAM. 9. WORKING FROM UPSTREAM TO DOWNSTREAM, INSTALL ENGINEERED RIFFLES TO MAINTAIN CHANNEL GRADES AND PREVENT HEADCUTTING UPSTREAM. SEE SHEETS R-1.1- R-1.4. 10. PLACE EXCAVATED MATERIAL IN DESIGNATED AREAS. Az=mCOM PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD OIL -T WATERFORD, MI 48328 COUNTY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE DAM BREACHING PLAN VIEW STAGE 1 SHEET NUMBER B_2. 1 241 Q0 (M X N ❑ 2 U ry > p a X w c� U) w > w J u- 0 ry (D z_ U < w m < N N m U) 0 z < a' N 0 0 0 < U 0 U) ❑ < U 0 0 Q ry D m > < 0 cm W U W 0 ry o_ o� I? ry 11-O o�-- N w O 0� 05 00 5= U — Lu U< co J W p I� W O z �0 N N W ❑ ry z ry, (D3; W U) U Oco <w �co �U a) 6 a E ns �� cn 2 co J LL SHEETPILE AND CONCRETE < Q r+ O 960 STARTING WSE _—956.1' ) STAGE 1 TOP OF GRATING CONCRETE WALLS _ SELECTIVELY DEMOLISH INTAKE STRUCTURE DURING INCREMENTAL DRAWDOWN STAGE 1 0 O > O W SHEETPILE AND CONCRETE RT = 950.45' WSE = 950.45' ACHIEVED DURING INCREMEMTAL DRAWDOWN STAGE 1 SECTION A -A EXISTING PROFILE THROUGH INTAKE STRUCTURE (REFER TO B-2.1 FOR PLAN VIEW) H/VRATIO =5:1 O < Q r+ O 970 SLIDE GATE STARTING WSE =—956.1' STAGE1 r WSE = 950.45' ACHIEVED 1 DURING INCREMEMTAL DRAWDOWN STAGE 1 950 940 —0+30 0+00 TOP OF CONCRETE WALL — ROAD \ � SPILLWAY 36" CMP INVERT OF 36" CMP (EL. 948.20') RIP RAP INVERT OF 36" CMP (EL. 950.45') 1 +00 1rolwo SECTION B-B EXISTING PROFILE THROUGH DAM (REFER TO B-2.1 FOR PLAN VIEW) H/V RATIO = 5:1 LEGEND EXISTING GROUND SURFACE CONCRETE BOUNDARIES INITIAL DEMOLITION TO ELEVATION 950.5' [STAGE 11 970 950 940 1 +50 Lv PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD OAKLAND WATERFORD, MI 48328�UN iy 248.858.0906 TEL I G A F CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE DAM PROFILE VIEWS SHEET NUMBER B-2.2 242 El IN T .E E c� c c� U a) 0 0 N W U Q co W z Q J n Z U Q w ry m Q 0 m cD z Q fy 0 N O O 0 Q U O rn U) O 0 Q U O 0 m CD ry D m co Q 0 0 0 U w O ry w orr c� O oU �w N O N _0 75 �O _O W d Q c� W J > rr � W N z �O O � �z N W O Q' N ry z< w �C6 r_ Qry 3:= ujU �0 =w U U) �D �U a co E J L.L ■inxI■mINrEvil AWil0r wr PUMP INTAKE SUMP TYPICAL DETAIL NOT TO SCALE %TER ELEVATION IN IMPOUNDMENT IDE SLOPE OPTIONAL TONE L=com PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD OAKLAND WATERFORD, MI 48328 COUNTY 248.858.0906 TEL M" C "' G ^ " CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI48350 248.846.6558 TEL 248.846.6557 FAX rq CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 2020-07-24 I/R DATE KEY PLAN 100% DESIGN REVIEW 50% DESIGN REVIEW DESCRIPTION PROJECT NUMBER 60594641 SHEET TITLE DAM BREACHING STAGE 2 DETAIL SHEET NUMBER B_3.2 243 co M X N U ry Q IN a > c 0 cn a) 0 n3 c E a) cm ca c m U a� 0 o_ C� 0 N w c� w > z Q J o_ C� z U Q w no 75 Q 0 LM m U) 0 z Q ry 0 N O O Q U O C� 0 Q U 0 0 rn C� ry m Q Nt O L0 (.0 cn U w O ry w ry C?O ow N � O N Lu IL c; J 0 N w ,z o0 �z ory Fll�ry z�w �C6 = ujU �cl) =w U co �? �U ca f�co c cn ns 2 J LL FIR_ - / FIB FIBS F,B I \ _.. / _ f7B -- -- C7 Z 0 w KIRBY LAKE �- SHEET p� AREA Pie I v ::zpl B� - FI ❑ \ \ FIB 0 'FIB— 0 - �� FIB —_FIB 0 OIL ® FIB \ _FIB_ \ I I I FIB- OF-E— \ F18OH-- FIB _FIe_ \ - / � F I �\ ,,� � ONE � OFF FIB BYPASS PUMPS (1) 2500 GPM BASE FLOW PUMP (ELECTRIC) Fi, B� (1) 2500 GPM BACKUP PUMP (ENGINE DRIVEN) \ Jl fi �� -F(1) 500 GPM DEWATERING PUMP (ELECTRIC) \ y RIPRAP ENERGY 0-FIE3�— \ \ DISSIPATOR FOR �i BYPASS PUMPING \ \ F\8 - SIDEWALK CLOSED j REFER TO SHEET B-2.2 O F\gam �FFOR SECTION B �p F\g/ o \ FI8 FIB \ O� FIB- IB FIB—�/��, IB ID 0 DAVISBURG R( HIAWASSEE RIVER TROUT POND LEGEND PAVEMENT BOUNDARY OVERHEAD ELECTRIC EXISTING MAJOR CONTOUR LINE EXISTING MINOR CONTOUR LINE FENCE LINE EDGE OF TREE AND/ OR SHRUB LINE RAILROAD EXISTING GUARDRAIL FIB UTILITY LINE WETLAND AREA OHE RIP RAP ......n, iiiiiiiii n n n n p SIDEWALK CLOSED _FIB i /F\8 i - USE A GLOBAL PUMP / 191:3 TEMPORARY CONSTRUCTION FENCE DAM BREACHING SEQUENCE STAGE 2: NORTH 0 20' 40' 1. CLOSE DAVISBURG ROAD AND START CONSTRUCTION OF COFFERDAM UPSTREAM OF EXISTING DAM. BEGIN REMOVAL OF ROAD SURFACE TO TOP OF EXISTING OUTLET CULVERT (APPROX. 954). 2. CONSTRUCT DOWNSTREAM ENERGY DISSIPATION STRUCTURE FOR BYPASS PUMPING OUTLET. 3. CONSTRUCT PUMP INTAKE STRUCTURE IN THE IMPOUNDMENT. INTAKE LINES TO BE ADEQUATELY PROTECTED OR COVERED TO ALLOW FOR CONSTRUCTION TRAFFIC. SOUNDGUARD ENCLOSURE UQ FOR NOISE REDUCTION ....... � FHB 1100,�... O FIBS p ,ems ;Ie� Fie FFie IB—k 6w�',.A - 9ss, \ — EXISTING EROSION _ FIB Y O � �p PROTECTION FIB FI B �__ 0 IBA__ FI _`�' . g x� 959.48 < xq 960.46 x� 959.55 \ --o6�`p0 INSTALL SHEET PILES APPROXIMATE STARTING WSE UPSTREAM OF / fAT BEGINNING OF THIS STAGE I EXISTING WSE=-951.3' '�� I STRUCTURE __/r I I I I I REMOVE EARTHEN EMBANKMENT TO Xy y ELEVATION 954', JUST ABOVE EXISTING 36" CMP. y y y j 959.05\- REFER TO SHEET B-2.2 _ FOR SECTION A -A ` RIPRAPSUMP FOR BYPASS \ PUMPING SEE SHEET B-3.2 \ APPROXIMATE STARTING WSE \ \ \ o AT BEGINNING OF THIS STAGE ` s' WSE=-951.3' \ ° \ I \ CLOSE DAVISBURG ROAD 113- FI _E1e AND BEGIN REMOVAL OF ROAD ® SURFACE AND EARTH ABOVE F►e— / FIB. EXISTING STRUCTURE 1 l� l� �I `... _ i_ _ =coM PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD �- OAKLANi) WATERFORD, MI 48328 COUN"iY 248.858.0906 TEL M I C H G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE DAM BREACHING STAGE 2 PLAN VIEW SHEET NUMBER B-3.1 244 co M X N ❑ U ry Q I - a Q a� Y U a) U c 27) cn a) to (0 c E (1) an az c co 2 0 o_ c� 0 w 0 U w z Q J n (D z _ U Q w m Q ❑ IT i m i) 0 z a ry N O O 0 Q U O U) c� ❑ Q U O 0 rn (D ry D m W Q O Lo 0 W U W O ry w 0ry ow N � O ❑ N �o W IQ � > J ❑ �w N z ti o0 �z �w No Q_' ry z�W �C6 Qry 3:= ujU �W =w U c/) �0 c E �co J LL \\�LL.n \ FIR �LEGEND \ ---- 0 FIB � � � ° PAVEMENT BOUNDARY WETLAND AREA FIB OVERHEAD ELECTRIC oHE ` ( RIP RAP O F "RIVER AR EXISTING MAJOR LINE SHEET EXISTING MINOR PROPOSED MAJOR 900 CONTOUR LINE TROUT CONTOUR LINE p� AREA POND FENCE LINE PROPOSED MINOR � - SIB_ CONTOUR LINE - \ EDGE OF TREE AND/ OR SHRUB LINE — _ —_ TEMPORARY F1B Fp RAILROAD CONSTRUCTION FENCE FIB _ F113 — _ �� EXISTING GUARDRAIL " " " ° \—Fj J — _ �� -18 - ❑ FIB UTILITY LINE FIB 'FIB—F B0 p � \ _ FIB 01� ® FIB_ FIB-- ONE —I FIg � FIBS FIB OHE FIB \\ FIB_r SIDEWALK CLOSED F\B \�. —FIB—\ /VO COMPLETE EXCAVATION FOR - \ 35' OPEN BOTTOM CULVERT \ \ \ \ AND FOOTINGS F\e - :—� �— NORTH 0 20' 40' I I I I r r \ O EXISTING SPILLWAY -FIB \ \ \\ (TO BE REMOVED)MO �- �i c FIB. o` -- SIDEWALK CLOSED 1 j� �' \0 a �cD :IBA\FIg FIB FIB FIB \ % / I F\`d/ 0 FIBS --FIB -- FIB— FIE/ B- —-------- \ FIBS \ �� _ I �113 0 \ �✓ O ' �' / �B \ FIB FID FIB--F C J _ FIB�— IB — FID FIDFIB I O - r FIg F1B —�ss� i r / RG ROp.D / ! / o%\ 00 1 I C REFER TO SHEET B-4.2 FOR SECTION C-C - - ��— � RESTORED RIVER \ \ \ I y / RESTORED RIVER / \ CHANNEL BOTTOM ` \ CHANNEL TOP OF BANK , ` \ WSE AT START OF THIS STAGE y \ \ \ APPROXIMATELY 951.30' I DAM BREACHING SEQUENCE STAGE 3: / \ 1. MONITOR WEATHER FORECAST FOR FIVE DAY FORECAST OF LESS \ \ \ \ \ THAN 0.25 OF RAINFALL. / ! / 2. BEGIN 24-HR OPERATION UPON CLEAR WEATHER FORECAST. START BYPASS PUMPING OVER DAVISBURG ROAD. I / 3. COMPLETE COFFERDAM CONSTRUCTION (ALL FLOW VIA BYPASS PUMPING NOW) AND CONTINUE INCREMENTAL DEWATERING TO APPROXIMATE ELEVATION 944. °o 4. CONTINUE EXCAVATION OF EARTHEN EMBANKMENT AND REMOVAL OF EXISTING DAM STRUCTURE. 5. UPON DEWATERING BELOW ELEVATION 950, BEGIN DEMOLITION OF - I EXISTING DAM STRUCTURE 6 INSTALL PERMANENT RESTORED RIVER CHANNEL THROUGH DAVISBURG ROAD. 7. CONTINUE EARTH REMOVAL AND REMOVE EXISTING 36" CMP 8. COMPLETE EXCAVATION FOR 35FT OPEN BOTTOM CULVERT AND I �\ FOOTINGS. 9. PREPARE FOR AND POUR PROPOSED CULVERT FOOTINGS AND / / \ WINGWALLS. I I \ \ 10. CONSTRUCT RESTORED CHANNEL THROUGH DAM EMBANKMENT. 11. UPON ADEQUATE CONCRETE STRENGTH TESTS PER SPECIFICATION, PLACE PRECAST BRIDGE STRUCTURE. Az=mCOM PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS *4441&7- 2800 WATKINS LAKE ROAD OAKLANi) WATERFORD, MI 48328 COUN"iY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE DAM BREACHING PLAN VIEW STAGE 3 SHEET NUMBER B -4.1 245 Q0 (M X N 2 U ry LC0 m X c 0) ca c co U a) O c� 0 W c� U) W > W J_ LL 0 ry z U < W no 75 < 0 N IT 00 U) 0 z Q ry 0 N 0 0 0 < U 0 U) U < U 0 0 0 ry 00 < 0 0 W U u1 0 ry o_ o� I? ry 11-0 o�-- N w O 0� 05 00 5= U — W U< co J W O � N Q � W O z �0 N N W 0 ry z ry, 03; W U) U Oco <w �co �0 a) 6 a E ns �� co c 2J LL < Q r+ O D 970 950 SLIDE GATE TOP OF CONCRETE WALL STARTING WSE = —958' F-- TOP OF GRATING _ ROAD STAGE 1 SPILLWAY APPROX. WSE = 942.50' --- STAGE S-- 940 —0+30 0+00 36" CMP INVERT OF 36" CMP (EL. 948.20') RIP RAP C INVERT OF 36" CMP (EL. 950.45') Station SECTION B-B EXISTING PROFILE THROUGH DAM (REFER TO B-3.1 FOR PLAN VIEW) H/VRATIO =5:1 1 +00 970 950 940 1 +50 W < Q 0 970 960 - 1=01�1 • I , 936 0+00 '1STING GROUND 1 +00 Station kNNEL BOTTOM SECTION C-C EXISTING PROFILE THROUGH EXISTING DAM AREA (REFER TO B-4.1 FOR PLAN VIEW) H/V RATIO = 5:1 LEGEND EXISTING GROUND SURFACE — CONCRETE BOUNDARIES DEMOLITION TO 942.5' [STAGE 3] 970 950 936 1 +50 LLJ PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD OAKLAND WATERFORD, MI 48328�UN iy 248.858.0906 TEL I G A F CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 2020-07-24 I/R DATE KEY PLAN 100% DESIGN REVIEW 50% DESIGN REVIEW DESCRIPTION PROJECT NUMBER 60594641 SHEET TITLE PROPOSED CULVERT PROFILE VIEWS SHEET NUMBER 246 co M X N ❑ U ry Q IN 23) n3 E m ca c co a) 0 o_ C� 0 w C� U w z in J (D z U Q w m Q ❑ m U) z a ry N O O Q U O U) ❑ Q U O O rn CD ry m Q Lo O U w O ry ry C?O ow N � O ❑ N �o 0 IQ _j J > N Lu ,z Os �z ory F\�ry z�w �C6 Qry 3:= ujU �C/) =w U c/) �U c E �co a� c— J LL \F-T-i- f/B Z 0 p GW 0 0 oa SHEET p� AREA 1 J-i 0 \ DAVISBURG ROA� HIAWASSEE RIVER TROUT POND LEGEND PAVEMENT BOUNDARY WETLAND AREA l \1, OVERHEAD ELECTRIC oHE EXISTING MAJOR RIP RAP CONTOUR LINE EXISTING MINOR PROPOSED MAJOR ow CONTOUR LINE CONTOUR LINE FENCE LINE PROPOSED MINOR EDGE OF TREE AND/ CONTOUR LINE 0 20' 40' OR SHRUB LINE TEMPORARY CONSTRUCTION PIS \ � — p RAILROAD FENCE \ — F\_ - - — _ EXISTING GUARDRAIL ° FIB UTILITY LINE FIB OHE B— — HE \ FIB -0HF _ G— \ \ FIB HE � \ J FIB— O�E OHE ^ \—FIR_ \ / FI B �` Ok#� FIBS \ / F IOHE Lam_ FIB_\g/ FIB SIDEWALK CLOSED F0 ' _Ij/ \ I / oe ZL2s OtiF\e REMOVE BYPASS PUMPS ° —��Q — AFTER REMOVAL OF SHEETPILE \0—�1B -- SIDEWALK CLOSED I \ 7 � �g.G � .i-�_ �� a / � IB\\— — — FIB / \ \ � 1 � �- � FIB- FI Ig �F \ I l i ` l B—FIB1B- FIBr�EJB- \ \ 'O �i c9 \ I F\g O I E _ \�F \ _ \ �C �I \ \ \ \ \ FIB \ \ — O� IB _FID FIB / pO-� FIB IB \ \ I E �FID \ \ PROPOSED OPEN BOTTOM°N / — ��EiB �� \ X00 CULVERT (B-5.2) / ` 0*r E x FIB FIB \ — — — �— \ / / / / / FIB 0 � � BACKFILL AND RECONSTRUCT ROADWAY / \ I I o PID 001— lit 16, / _Z7 I / / MAINTAIN SEDIMENT MANAGEMENT REMOVE SHEET PILES � / // AND OPEN FLOW PATH TO BYPASS / / r PUMPING INTAKES UNTIL DEWATERING \ \ 1 \ COMPLETE AND CHANNEL CONSTRUCTION THROUGH NEW CULVERT COMPLETE. EDGE OF FLOODPLAIN /r EDGE OF FLOODPLAIN RESTORED RIVER , \ CHANNEL TOP 0F BANK \ \ \ \ \ \ \ \ \ \ 1\ \ I \ DAM BREACHING SEQUENCE I i RESTORED RIVER \ STAGE 4: CHANNEL BOTTOM \ \ \ \ \ 1. ONCE CULVERT IS INSTALLED AND WATER SURFACE ELEVATION LOWERED TO APPROXIMATELY 944 REMOVE COFFERDAM TO OPEN FLOW THROUGH PROPOSED/RESTORED RIVER CHANNEL. 2. REMOVE BYPASS PUMPING SYSTEM. I \ \ \ \ \ \ 3. BACKFILL AND RECONSTRUCT ROADWAY. Az=mCOM PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD *4441&7- OAKLAND WATERFORD, MI 48328 COUN"iY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE DAM BREACHING PLAN VIEW STAGE 4 SHEET NUMBER B-5.1 247 Q0 (M X N ❑ _ U ry Q ❑ w w J U Lu U) O IL O ry 0- N In m U) 0 z_ a ry N O O 0 Q U 0 rn cn 0 Q U 0 0 0') 0 ry D m r� Q 0 v rn L0 0 c0 U w O ry w 0ry oU �w N � O ❑ N mO oU IQ �w J > ❑ M w ,z �O o� �z �w ory F\�ry z�w �C6 Qry 3:= ujU �cf) =w U cf) Z) �0 c E �co a� co LL 26' WING WALL SLOPED AT 2:1 BOTH SIDES 970 965 PROPOSED CENTERLINE OF ROAD � 35'-92"' SPAN VIEW OF UPSTREAM FACE OF PROPOSED CULVERT NOT TO SCALE I. 3 — BOTTOM OF FOOTING EL. 938.00' 1 T/ WALL EL. 957.17 2' i CREST EL. 955.17' 11'-2" EL. 944.00' 4' RISE 1 EL. 940.00' 26' V� ING WALL SLOPED AT 2:1 960 D+DTI I OIDED 955 PROPOSED (PEN BOTTOM PRE 3AST CULVERT \ SPAN: 35'-02" TOTAL RISE OVER CHANNEL INVERT: 13-11" TOTAL RISE OVER FOOTERS 15-2" 950 LENGTH: 80' FLOW PROPOSED TOP OF BANK 945 PROFOSED CHANNEL INVERT 940 935 -60 -55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 0 5 10 15 20 25 30 35 40 45 50 PROPOSED PROFILE THROUGH DAM (REFER TO B-3.1 FOR PLAN VIEW) SCALE 1" = 5' 55 970 965 •m 955 950 945 940 935 60 P"=com PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD WATERFORD, MI 48328 248.858.0906 TEL ATM OAKLAND COUN"IY M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD M 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX al, 'KINGf-ILLC ARTER TOWNSHIP CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE PROPOSED CULVERT VIEWS SHEET NUMBER B-5.2 248 A=COM El -41 c 2) m I) Lu .E E c N 0 co (D z Q Ir I] N 0 0 0 Q U 0 rn C� I] Q U 0 0 rn C� Z) m Q 0 It Cn L0 0 c9 U w O Ir Ir 00 �w N op N 20 a Q m > J iY 0 ow "' z O � �z cN w N r' rr z�w Ir - �U �cl) =w U co �U N Qj > E U� J L.L �J FIB \\� �\ \\� 1 1 I \\\\ \VJNl \ ( / lzz / //-rl r�==r —FIB J ___-_- r�` _ l L FIB L�///// I I I I /l /rJ// ��////�� 964, g63�\/�! ( Fes= 5/�� r r _ =— 19 6�— \ _ _ _I 961 _\— 9— \ \ 4 OtIE L 1 O _ _ I 961- - 962 _ \ 4, \8 J7 f \ \ \ \OBE\ FIB r _ \\ \ \ \ \ \ \ \ \ \\ 1 I I 1� / -�— — \/ — �� Fo J d�� / l F�h965 68 \ \ \ ��\ ` \ \ F III / \ / //`i �� \ �\ , - Fy6_ z O • � 0 o � o Q Q "E DAVISBURG ROAD SHEET 4AW\A-vSEE RIVER TROUT AREA C_�� POND I / 0 IF I IN LEGEND PAVEMENT BOUNDARY OVERHEAD ELECTRIC oHE MAJOR CONTOUR LINE MINOR CONTOUR LINE GRADED AND SEEDED REPAIR OF I J J PAVEMENT/TRAIL !r r I AS NECESSARY NORTH 0 60' 120' \\\ �—--`� I - - —_ _ ==--1� �/ I II \ Ills Fie��e _ \\ oi� / 965 \ -96 - --- 966--- FIB- V �_ - f = ham- =�i �`1 r —��'\ _ r`� - — ,g58, 5i 5- __—\ I \ BASKETBALL—\—_—Lg I I 1 \ — - 9�g5 — PICNIC s , - - - - _ _ _ _ _ I r \1 1 \ \ s \ ( AREA LLEY ss, - f ! 962 _ - = _ I �n111 _ ;954 g53 \ \ I \ / COURT U RT I/Q ` BALL /- --__�,�- -_:9 -968- -959- — -g5� f g5� \ \ \ \\ % COURT_ — HORSESHOE / / �/ / � 958. BO. O��bj� \ 56-- - - 956 �� \ s2 \ l i �� / / _ a J-°�1%� 957 - 957 - _ \ \ \ \ \ \ \ 1 AREA J i / / 56- \ 963` 964 95g = 957 /\ I / / / l l / / ,°�/ XIt ( \ \ \ �` \ \�, _ / J , J 6 Oxo` 956 \ \ w / I l l ` J J 1 / I l / I \ \ \ \ ,c• _ , 965 - - /I I r 5 / / �� e / ./%� o� > v I / 957 95966`'�: ..11 l` I-@ ass °o�! / , , / / y -wo0; -- -I_ss4_ L _I- -� -I � \ \ \ \ \ \ -_---- 4, / AREA TO BE / / — \\ �- = O, '� o 03 � �1,1 \ \ so 1 \ � \ / \ 958 �= \ - ,958- r' /I \ `� �` PARKING r - - 196s / PROTECTED BY / / 95857 / \ / g5g r/ w I I \ \ \ \ \ �\ \ L- I \ I /^ / / s I _ I I �� \ \ \ \ \ \ \ \ \ LOT \ I - \ I I CONTRACTOR / l / / / s� �`' , / �� 96 / — r r l 1 I I I ��A I \ \ \ \ d SHUFFLEBOARD \ \. 1 1 1 �/ \ �95453 � / �� 9s 957 I / 1 I I ,p s+0o1 ` \ \ \ \ ��, COURTS — \ / lqu) P111C /rn / I I I �l \ \ \ \ 25+00 24+00 \ 23x � I /"II//� °09 I\\/ / III \\� — \� \ ( \ / \ 96I co I -J I ` -// // / \` \\ --- -956=\g5�957956 =_�_ - 7A> / s _ _ �\, / \ \ \ \ \\ �� 9Sq \s\ �IL_- \ I war l9� \-- _--// \ \ \ �;_-----J -959 `�� / s `! 00• —�1\\ 966—` S \ \_-------960 --—� _ 1 1 1 \ l�'-JI — \ \ \ \ 9 ' \ \ \ \ / \ \ \ ) \ 961 9 �1 c\ 94s \_ \961 \\ \ \\ \ \\ \ �/ / I �— \ \ \ 6�`�1J1 r / �' l \ — l\Q \\ \\\\\ �948\\\ col\ \946\--\�\ \\ 1\�\� \ \ I I \ 11 959 \ \ 46 1 �n \ ,r, co �0 9' - 958 - - \ \\ 9s 1 \9 947-_\\\ \ \ l�l \ \ III I ` �, o� I I / I I \ I I1�1 \ e �'�� h� \ss2 \ \ / / 1 \ \\ \s °' HART I rn a I \ / 1I / 1I ,1 TENNIS _946 SEPTIC FIELDCENTER 19, COURTS 957_ \- `°\1' PROTECTED BY 4� 94- CONTRACTOR \I \ \ \ / —960 -_\ �s\\\\\sxoa10 �a / I I I I I L 96�I I III\ I' II \ r - \ - %\ \ 1s \ \ \ \ \ °� I \ J�\ \ \ / r 962 - \ ,- - - - - 961 45. r \ 1 1 I \ \\\ \\ \ \ \ \ 9r rn / \ \ \ -=940949,9yy9S7� 64 ` l / .a6 0n / g - 956 \�� =_- 6/ f / h - � —_� — erg, 5 � —5 `�` / I / \ \ \ \ \ So \ 9 \ / g+00 . _ sz \ \ 9 9 / — GARAGE o 9 \ / I I I / I I / v �--= - ,ice A'9 �� VA - 59 0, A 96 > I - \ ys \ \6 \ \ \ 944 �� \ \ G�_ �6 ---�- /g0 l Cg51 9 - 962-_ _ 2, \ cp 959, g959 r—955 4 6/-963S -954 9 -960- 947 958 56 56 J te/J /r / \- t rn g48/qb 9/ r -\ 964-I \ - \ \ 966 \ \ \ �\ 49•\ Op0 0 1 \\ g55, , �� / / /- ) \ \ \ \ 9�/\ \ \ p\ \\ \\` // \\ gSA ��I / �r / — 958—_ice �-% f ch lin 960 \ \ \ \ \ \ \_ _ S0 \ \ _ — i— co cCD o 962--\\9 950,\ \ \ 11+00 9s� \\ / 952 I �g�3t\ / I°j I 4?\ /g59_iJJ \ s \\ \ \ \ _ / i i 965 -\ - \ -� \ \ \ \ 1 \\ \ \ \ 9S \ /\ _� _� I ,' 0 I ��f - r 963-- 2_= - -//_ _--.9 --963\ \ \\ \\\ \ �� \�� \�\\\ \__--52> \\ \\ \\ 1 952_ / 953-/��/�I 949 ��949 / / �� rk —_ = 965____ 96� \ \ \ \ 952 -7 II 959— l / 9 - �`<�/ / ��//// �� \ ( _ � \ - 954 _ \ \I \ ` \ 6S\ \ 1 \ \ \ 9s1_j - --969 \ \ l \\ 965- 950 960 \ \ \ \ \ / III \ \ \ 962- \ --_ ll� 6 \ \� 9 _� -949 sx / 1 \ \\ \ \ ` I \ I \ \ \ \\ \� 96\ 96\\ \�\ - 00 I 6/ / 9 \ _ / \ I 1 r I 6j \ \ \ - - 963 �\ \\_- _ _ _958 _ - \ - \\ 9 -- o -- L 9 \ --96 = 959 = �\ ��\\�--9 �\ D1 --- - // \\ \�>,69-11 I \ � .c> \-/ \�---- - -n62 _�\�� s�_ 9^^�\\\ 9\� +00 D1-- - / / \ \ - - 964 _ - 96 S6 \�9\\ \ \ I I �_ 963 _ \_\\ s9s?\\ 13 ° e - -\\ I / J \\96o / l l � \�\��\� �\�_\\\\�`J \\_ J- -�-\ /�/-'- 967 I l ` \1�957, \ \ \\ �-_\ , / � I� I1\\\ 1\ \ � \\ \o > e 952; '� / / / / / / III \ rn i \\\-9) \��/1\ 966��\ \\—__ _ \,`' \\ / -ham // / I I I I I I \ 1 \ I \\\�\�� s\ \\ \\, o `_-- �� \ \ � \ ems\ 9 \ _— -- 111)Illlli` 1\\\�\ \ \ 1 `\ \\\\\\ 1 ss\\—---__—� 952 / / ^ J / s \\ \ \ \ 9 5 3- \ � � 1 \ I \ \ � \- - ss � - 955 - _ 4 _ - / / I \ \ 00 I \ \\\\ \\ \ rn I 96 i -957^ _ _ —_—__ 1 / \ / _ _ _�~\�-- --956 95 ----- - �/ /! o�j��r \ \ \\\J/ ///// /l / �) �% �J �\ l\l g6g�� I� I LIto 96 - s6 s - - 6957- --_ 5 I I I \ \ // 6_-_ ________ _968- \ III ( \ \\)-\ 11 _ !-- --I --- 95 '�/ / / ( / __= 9j \\� o _ s \ -----_ — -969------_ - 69 - - \ II % \ ��_� _I_96� _ -I 956 ��/ I I 1 1 / / / // / (f / / \ �_ \ \ _=�- ��\�\ gj=__-_ ��/� _-_---_--- _--__ ^�" �� - ( / I ! _�`= ��_ '959_----957a�1/�� _ I `I,L L �1 =��1��`9�==981=-= ��_�� ==.974=_--/-- _- _ 94_\� -�\ \ / / --t-=��9f964_ ` \- J I IJ Ill f I �r I ��` — \ J J ___--\_ - __�� \ \ \ I / 11 �' --- s _=-62=,\\_ \`— �95�1 1 963 I L \982 �r �_-1\`1� 976 �� ---- --=n\ \ \ I / I rn-�7 \960� _9 _L I I I L L I l=��----_-=__= 979\\ \ I II I I /=968-961 qk-`_ \�� 5g -7 - �� =s8� ��iiJ�i-= r - L =_l 182.\\ l� l\ \ I 6�l \ -�/ / /O�o�� l \ '96g-��`_ 9Fg67-'=968r ! l \� \ /�g6 DAM BREACHING SEQUENCE 2 9a =_ — �I I I 1� l I I 1 �11 I // / / \ _ 9 / J g1 1 ---- J oo \\g64 FINAL RESTORATION: \ — -- —1. RESTORE DAM EMBANKMENT SITE. I I� ---- r� \ \ 1J III I I 1 \ \ \ \ - 969 - - \\ I / / - - - 971L - \ _ I // I I \ I — — — \ 968_ J rg67- — 2. COMPLETE INSTALLATION OF RIVER FEATURES INCLUDING LARGE WOOD, //// / // 1 1 1 \ J971 \\ \ / / \ — — — RIFFLE MATERIALS, ETC. � 1 — — — — _ — — — — — — — 3. COMPLETE RESTORATION OF IMPOUNDMENT INCLUDING FINAL GRADING �/ I I I I III / /l(► I) _ \ �/ / �--972---- I/lllf \ ----- _ ----- 69 -- /I—,�731�973--- -- \-971-\_ 9 _ AND SEEDING. Imo--974 -\ - _ _ — � — -970- — — — — _ 4. RESTORE EQUIPMENT/MATERIAL STORAGE AREAS AND REMOVE ACCESS \ \ \\\ _- /i%%/ /// 1 \\ \ \ \\ CN J /--_---- - 974-_ 1 _ ----� \---- \ / ROUTE AND RESTORE. J �— �\ � �1�\)l\l�\ ✓ -\(J\\\\\\\\��\\-_i�jj/i/j// l / l �/i96 \ \ )/ //i _----_=-_s75 _973_____ 5. DEMOBILIZE. PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAN D COUNTY PARKS 2800 WATKINS LAKE ROAD OAKLAND WATERFORD, MI 48328 COUNTY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX � CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 2020-07-24 I/R DATE KEY PLAN 100% DESIGN REVIEW 50% DESIGN REVIEW DESCRIPTION PROJECT NUMBER 60594641 SHEET TITLE FINAL RESTORATION SHEET NUMBER B-6.1 249 0 CD Z Q ry 0 N 0 0 0 Q U 0 rn CD 0 Q U 0 0 rn C� m Q 0 It Cn 0 c9 U LLI O rr w ory ?w N op N -67 20 J > ry o0 Z -Z o �z N rr rr z�w rr rrC0 rr �U �cf) =w U co �U co U)Q) m- J L.L LEGEND \ 0 11) -J)/ 962, r '964 \ \ > -I I PAVEMENT BOUNDARY PROPOSED�963 o RIPRAP OVERHEAD ELECTRIC oHE ss =_CFI 5- e EXISTING MAJOR = _ I \ \ } \ \- \ - \ / ��, CONTOUR LINE _ _=��\ ---- / /- F� 1 1 1 I 1 \ %� -- /i/ EXISTING MINOR —Fib\o`\ \ 1 \ \ / ��% /- - - \��-'IB //l / �� ` ` / �� \� I I 1 \ ----%- /�CONTOUR LINE I _ _ _ \ \ \ ( PROPOSED MENNEN 962 ACCESS ROAD /l �- y = - \\\`\ ` l\ ROOTWAD _FIB _ ;=— 1�� /��\ I I_JJI ��\�� \�\_ ///1(1(/ SPOILS AREA r < < \ / 1 ( \ of �� \ r` �11�-965L-= L=`=� FIBBj \-, ___-_� - _ - -� =_ _,�\`�_ =- =_-I J J I I III LIMITS OF _Flg \ \ v - CONSTRUCTION 965 - - � 965 _ Ili` �-F) \�\\ `FIB.\ \��/� �1 //7 F\e ��'/�//// � / \�� 8--��F/13 NORTH 0 50' 100, � FIB •FIB l — — _ —\;�� — ' �•� r-i � -965-965---FIB / 965 \ - ss6- - - FHB ` FI - _ - - - =I �I �I �� ENGINEERED RIFFLE o \ / \ e _ SEE DETAIL E 1 SHEET R 2.4 BASKETBALL v_—�rll — \---- '�_ —g COURT PICNIC ` — — / Csss- — — _ — — — — - _ _ \ I�I�jl�1,1�>)= = r \ — I J 1 o f = a.g53= \ \ o I RIPRAP BANK PROTECTION — =s63= ` L N I - --96 ` , ; / g5 \ �� I I ,�, AREA VOLLEY - - \ / \ \ \ \ \ \ \\ I �� IJ BALL _ - - SEE DETAIL D-3 SHEET R-2.4 -� - l96a s — = ` 1= -( - ENGINEERED RIFFLE ,951 \ \ �s \ \ �` ) ! COURT / _ - - - g6R _ / / ��a`�°�� \ s - L�j f 956 \ �' \ `� \ ' i - i \ - 59 - - - SEE DETAIL E-1 SHEET R-2.4 o \ I \ \ \ \ \ \ } I HORSESHOE / / / r� ; i / - �. \ / 963% N 9 \\k\� J AREA ROOTWADS/ POOL ' 965SEE DETAIL D-4 SHEET R-2.4 66_ / / // ( / sow r1 96 \ �\\ sss _ \��\ 4 , AREA TO BE /\ f I I I �� h �. \ \\\(PARKING — — _ \ / / 958 - - ,� RIPRAP BANK PROTECTION- - PROTECTED BYJ- °\ \1 LOT ' 96S / / ' \ 95895� SEE DETAIL D-3 SHEET R-2.4 �= - - - I v, �, I � CONTRACTOR / / 5r \ � \,1 \ qj. SHUFFLEBOARD (I / / -153 - \\ �\ \ SE�TIC I-2a ROOTWA DS/ POOL 9 \ COURTS FILD I 25 00 24+00 \ - / ,xoo SEE DETAIL D 4 SHE ET R 2.4 ROOTWADS/ POOL / SEE DETAIL D-4 SHEET R-2.4 — Al \ \\ \$cG" \ \\ \ �s \�� \9s� r --I-_� I\I I \ \-� _/// / // l \ \�\ \---, ----- —\ ��95� _ _ram— .�a -' / \II-j \ \ ` \ \ \ \ .9S4 J —FIB ) \ — _—_ / / \--------, — I v �IL' -959 \ �\ _' \ ROOTWADS/ POOL \ \\ \\ \ \\9� �\ \�� \\\ \��\ �-\ > 66-- -}-- \ \ s \ \ / / �' I l 1 1 961 ENGINEERED RIFFLE '�\ \ \ SEE DETAIL D-4 SHEET R-2.4 \ \ \ \ \ \ o \ I _ \\\ \ \ \ / / \ o, I r , \ ` \ 9\ -s4s, �s \\\\ \ SEPTIC FIELD = < \ \ L — — — — — — — SEE DETAIL E-1 SHEET R-2.4 s� / \ \L\ \ \ \ \ 8\ \ 9 ROOTWADS/ POOL \ \\\\ \ \ AREA TO BE \\\ \ \ \ \ o \ 1 I SEE DETAIL D-4 SHEET R-2.4 � \\ \ \\�1 \ \ PROTECTED BY \ 1 I \ \ \ \ \\\ \ \\ CONTRACTOR \ s, \ I 94s - _ \ \\ �\ �, HA 1 SPOILS AREA ^ \\\ \ 9s \ \ \\ I 1 � TENNIS \� �� I 1 958- - \ \o �\ I o _ �\ \ \�\\\ l I I I�' COMMUNITY I I / / � Jr' \ \ \o s� \ \ 1 1 I li I \ \ _ _ - - \\\ \ \ \ \ \ \ \ \ 1 1 I I I CEfJTER I I I COURTS _Lo Lc) \ �9SA ^1J/ /rl Ir,/ -_9559S \957 sROOTWADS/ POOL 1k �SEE DETAIL D-4 SHEET R-24 \ E R-1.4 945 j /oo 9aa �xoo\� sow \\ os \ \ \\ \ \ \ \ 6xoo�a� j / I I I I I I I �\ l\\\l �- �) - I _ r -�� - ---- ��- Jyi / °><°° �- ti �� ENGINEERED RIFFLE � 9 / / I_ \ \\\ \ \ / / - / _ -- - � (' I / l f � o / / / I / SEE DETAIL E-1 SHEET R-2.4 \ I \\ \ \ \ \ v8 - 951 \ I / / / \ \\ \ \ \ \ \ 9Q� 9 956��•y.,64 �9i5 \ \\\ 9 \\ / ✓ \�952�\\\ \�9 \96 / �/ /'0%g5i\�\ \ ! \ 9s \ 9 _ S � �F2'� g6 / <` � 51 J � \ \ / /} o'h i \ \ S�. \ \ \ �� \\ \ \\ \\ ��\�� _ -GARAGE / 956- - - - 959 - \ r \ \ `9S r `-q9�`\ \\ \\ �`\ �xo I 46 \\\ \\ \ \ \ \ \\9--_=_ ==J = I - J _ -J/ \' 60 6�ry \\\ \ \ I \ AS\ \ \ s9= -958=-. �-g51i .��_y7 \ \ \ \ \ - - - 957 = _ _ - \ h° / Al / _95 _ - - s4948 0 1 \ \\ \\\ \ \\ \ //, \ v 5'//////I // Lc) rl _ - - - ENGINEERED RIFFLE ass \ \ \ \ s, \ 9�9 \ o \ \ \ \ 955 _ / /' \ / \ \ \ 9b4 I I / / / / - --958' --/ \ SEE DETAIL E-1 SHEET R-2.4 \ \ss — __ _-962 --+o0 9s \ \ 7- / \ ' / / / / yOy1-� \ c�7T — i \ \ N / of I I' } / 6� \ _ - _ 9 _ 963_ --963-\ 9S2 \\ \ \ \ `952- �_�' 953 �' �949 y 194 // j -965 96¢\ \\ \\ I ( co� \\ \\\\ \\ -953 \ \\\ \ \ \ 1 \ \ 952V//� /-68 - -- _------' LJ.I - - 954 \ 1 I a)I \ 9 9 ss\ LJJ \ \ \ \ 1 \ \ \ ` 951 95° ° / �/ ENGINEERED RIFFLE - �r \ I 1 1 \ I ROOTWADS/ POOL \ y - - _ _ - _ \`\ \ -4/ o _ \ 965- \ \ \ _ ��\ 1 \ \ 950/ / / �xo SEE DETAIL E-1 SHEET R-2.4 L J JI SEE DETAIL D-4 SHEET R-2.4 \ \ 1 ! \ \ss \\ -'.\ / I`- ROOTWADS/POOL — — - gad_ / 962-- \\°� `-- --9so \\\\� -.49_ �sX' / / \ SEE DETAIL D-4 SHEET R-2.4 I / \ \ — — _ \ -- —963 —�� \\\�= —� 9S� -�� \\\\\ \�\\ ' \ \ _ �0 I - //o,�/ ,°9 / '\ r, \ _ _ --- \� \�\\`964------- /—_��=-s6jYs58 9\` = ENGINEERED RIFFLE \��ss0 ��r °NA // //' /%1 \ \ �1` 95 --- \ } / \-/ \\---- �964 = _--963962- SEE DETAIL E-1 SHEETR-2.4960 �ssss,��+oo °�1-_- --\ / / / �i� I � I 11 I �\ \ I I 1 / (/ / \\\ \ J \\✓l \� -J -`s67J -I 1 ��\� \\\\ \ \\\\-- - -------95sso S0\/ / / / N I / / I III\ \\ \\ \ 1\ \ I / (j 9s� - -\ I �\`I \Il 957 \ \ \\ \ --_ / / 1 I l ) I 1 \ \ \ 1 a I 1 968 / / - 5 y- \\-- 96�\ / ,sss��\\\\ \ \_--__� - -952 ENGINEERED RI % SEE DETAILSHEET R-2.4955 / `ems � __oo Lo \ r r- \\ �\\ �9 \� \ ss7�--_--_-_ - ---/ / �' °�`°� I I \ 1 \ \\ `9so 1 `� �l � 6., \-- -956 __- ---_-- --- _- / / 6�6%� 9- - s-�60 957 NOTES: 957--- -- __ 955 968 - l� _I\ll l �_9 � --_-� -1 \I - _ -sss /i�� I ( I 1 1 I I /// ( _- \\971` �\ \ --- ___---__-�,_�� _ 959--I �-957r-cN'//// 1. FINE GRADING OF CHANNEL BED THROUGH DIG AND — —_— —_— _——__—_—_—_ — \ I \ ` _ _ — _ — — _— _— _— _— — — l r r PITCH ACTIVITY ESTIMATED TO RESULT IN =_ ___ __ _ _ _—_— — — s7 \ \ I \ \ \ I I /967— — — — — I I c,1 ----0 4�\ \ 1 I / rn�_--- 6964 963�62 �\�\ \J /i��O�J% J I I I I I I _ _ _ -_o � _ _-- 9 BALANCED CUT AND FILL AFTER EXCAVATION OF — _ — \\ \ \ \ \ 1 I I 1 I / I I \ �' / _ _— �\� = 60� = s5g = S�_ 959 ��/j/ CHANNEL AND FLOODPLAIN TO LINES AND ( r r — — — ^ \�\ \ \ \ \ \ 4\ I ) 1 I GRADES SHOWN ON DRAWINGS, MODIFIED AS _ = J — —I = =_=1J I \I \ / / / erg: J - - -969\ _ �____=96964= ---_ _ / / / �) \ f 967=-_- 7 / I 1 \ \ \ i' i/ i965 /' r / I \ \ I REQUIRED PER INDICATORS OF PRE -DAM %_ _ _ _ _ _ _ �I�l \l \\I\� l 1 I \ \ \ III I I r I 9_ �\ l / CHANNEL WITH ASSISTANCE OF ENGINEER. ALSO SEE SPECIFICATIONS. �� o I I I I J 967- \\ ! / - \_J l I (- - ----r J I \ J l J 11 I I I I 969 - v I I / / - - 971' \ \ \ / \ s68 _ ` \ 970 a��- ' \\\.\\ �} i 1-__ �_ _-- \• \\\_ ---_ --`,\ _--J ---- /i _� _------ P"=com PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAN D COUNTY PARKS 2800 WATKINS LAKE ROAD WATERFORD, MI 48328 248.858.0906 TEL all �TM O KLANND COUNTY M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 it-48.846.6558 TEL 248.846.6557 FAX PRINGFIELD I.HARTER TOWNSHIP CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE SITE OVERVIEW SHEET NUMBER R-0.1 250 co M X N U ry Q w J LL O ry z Q Z ry c� J w Z z Q U U) CD z Q ry N O O Q U O U) C� Q U C) 0 rn CD ry D m Q 0 O O CO U w O ry IL 0ry O W N 2� O N �0 �w IL Q � > J M w �z �O o� �z �w ory N r' z�w �C6 Qry 3:= ujU �� =w U cf) Z) �U ca ;_ �co �a c— J LL NOTES: 1. FINE GRADING OF CHANNEL BED THROUGH DIG AND PITCH ACTIVITY ESTIMATED TO RESULT IN BALANCED CUT AND FILL AFTER EXCAVATION OF CHANNEL AND FLOODPLAIN TO LINES AND GRADES SHOWN ON DRAWINGS, MODIFIED AS REQUIRED PER INDICATORS OF PRE -DAM CHANNEL WITH ASSISTANCE OF ENGINEER. ALSO SEE SPECIFICATIONS. 0 20' 40' --— — — 952 — -- -- - - ---- - - 4�\/� _� I\ / /I I I O/-------------------950 rr �\ / / I I f ✓, / �/ �_\ / I/ I I I I I I I (D 949 948 U) I 947 /� AI I I I I > I I I IIIII / / — --- III III I a III _ 946 945 PROPOSED CULVERT X 94y4 / / I 43 / // // � I — / l� I Lo 19� / � I I � \\\ �1111�i �If %i i'� \ \\ II I I I� 1+00 I / III I I I I I I �6 _ co / \\J�II�� III I I I 9��, g s� \\ 1 II /// j/� \�\��v\s\I IIIII \\ I I I <�i��r,/( If ppp V/ / A I \\—��'-- R2.1 / I ' ENGINEERED ---- RIFFLE /// // // I I I \ \\ \ / — / - — / cu R I I \ \ \ \ \ \ _ 944947 945 --_948 949' —950 960 —Al 960 rn O + / O II II Q Q v) Lo \ c~n N N co / Q N \ — EXISTING GROUND LEGEND 950 �o Q" , Wm 950 Q� w� m �rn m m _ PAVEMENT BOUNDARY w II w �� / Q> < i � J OVERHEAD ELECTRIC OHE J 9c,w CD w _ �� MAJOR w CONTOUR LINE � I \ � 0.30� MINOR �1.00% 1.00Z0.30� CONTOUR LINE 940 - ' 940 PROPOSED MENNEN PROPOSED CHANNEL BOTTOM FLOW ACCESS ROAD — ENGINEERED RIFFLE ROOTWAD -- SPOILS AREA LIMITS OF — — 930co rn 0) 0) nIt nr- to too LoM �� LoM CONSTRUCTION �� o �� iT vice N NCB N Lo 4 rn O rn CA rn O rn CD rn 0) rn 0 rn m rn m PROPOSED y9w" wW� w� w� W� w� w� w RIPRAP� m m m m m m 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 L=com PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY 97 PARKS 2800 WATKINS LAKE ROAD !"""'M ML ANIyD WATERFORD, MI 48328 CO 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE CHANNEL GRADING & PROFILE 1 OF 2 SHEET NUMBER R-1.1 251 co M X N ❑ U ry Q IN c 27) m w ca E 0) ca c m U O 0 N LL O N w I LL O ry a_ z Q 0 z 0 ry 0 J w z z Q _ U N U) cD z Q ry N O O ❑ Q U 0 rn U) C� ❑ Q U C) 0 rn CD ry D m Q 0 c0 U w O ry IL 0ry oU �w N 2� C) ❑ 0 0 IQ � > J (Y M Lu ,z �O o� �z �w ory N r' z�w �C6 �ry ujU �� =w U (l) Z) �U caco c— J LL NOTES: 1. FINE GRADING OF CHANNEL BED THROUGH DIG AND PITCH ACTIVITY ESTIMATED TO RESULT IN BALANCED CUT AND FILL AFTER EXCAVATION OF CHANNEL AND FLOODPLAIN TO LINES AND GRADES SHOWN ON DRAWINGS, MODIFIED AS REQUIRED PER INDICATORS OF PRE -DAM CHANNEL WITH ASSISTANCE OF ENGINEER. ALSO SEE SPECIFICATIONS. 959 \\ \\ \\ \ \\ I �g65 963 _960_` \ \ \/---------956------------ —---------- ---- � � / � 955----------------------------- --- --- 956----- � �/' /� /,OIL \ - — — — — — — — -------------- 1 \\ \ \ \ \ \\ \ 0 / — — — — — — — — —— — — — — — - 952 - — — — — — — — -----954 NJ 00 1 \ \ \ / 1-1— -- N1 `9s, \ \ / / /—------051--- — — — — — — ��--_--_— // / 9y2 ------ J/ 9 1 \\ \ \ �71� // /// // /----- '150� 949 A g48— 949 9 / - --- --- - - - - ENGINEERED RIFFLE LEGEND PAVEMENT BOUNDARY OVERHEAD ELECTRIC OHE MAJOR CONTOUR LINE MINOR CONTOUR LINE PROPOSED M E N N E N ACCESS ROAD ROOTWAD SPOILS AREA LIMITS OF CONSTRUCTION .E 0 20' 40' T cy`/�Fsrq. 14'`p0 I/ / OZ X ------------------- ENGINEERED RIFFLE 949 / ENGINEERED RIFFLE 06 91952 — _-- \ �----------� __—��— 5 / — — — — — — — — — — — — — — — — ----- —— — — — — — — — — — — — — ---- / _ ——-- — — — — — — — — — — — — — / 956-------- — — — — — — — — — — — — — — — — — — — — — __956 p / 970 960 950 rn M + + I� II II O Y ffj Ld� � f 0-)m m w II w II C)> J C.0 Lu U w i 1.007., a EXISTING GROUND I I v 0.307. O 0� O O 00 00 o rn + + I O o II I I II Q Q ~ (nOV L0 Y� Q Y Q Ld L LL]ac m v) m m m w II w�� ❑> Ld Q> ❑, <Lj LLJ �w LT <'J �-i cr)w 1.00% n.55% FLOW w W " o> � W CD UJ L ENGINEERED RIFFLE (TYP.) 970 960 950 0.55% 940 940 — PROPOSED CHANNEL BOTTOM _ 935 Lo CD cq N-t oN r O N co o N O Lo 00 cy N co 'i r�i L6 ao -t� -t -t 4 w w w w Ld w w w w 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD OIL'D WATERFORD, MI 48328 COUNTY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD J DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE CHANNEL GRADING & PROFILE 2 OF 4 SHEET NUMBER R-1.2 252 co M X N U ry Q 0 0- a Q a� Y U a) L U m c 27) 0) 0 10 c m 0) ca c co c� 0 4 LL 0 M w I LL 0 ry 0 z Q Z ry c� J w z z Q 2 U M I U) CD z ry N O O Q U 0 U) C� Q U 0 0 rn CD ry D m Cn Q 0 rn 0 c0 U w 0 a' IL ry o0 ow N � 0p N 0 O w IQ � >J M Lu Iz �0 o� �z �w ory N r' z�w �C6 D: — �= ujU Q' (n =w U cl) Z) �U �co c J LL NOTES: 1. FINE GRADING OF CHANNEL BED THROUGH DIG AND PITCH ACTIVITY ESTIMATED TO RESULT IN BALANCED CUT AND FILL AFTER EXCAVATION OF CHANNEL AND FLOODPLAIN TO LINES AND GRADES SHOWN ON DRAWINGS, MODIFIED AS REQUIRED PER INDICATORS OF PRE -DAM CHANNEL WITH ASSISTANCE OF ENGINEER. ALSO SEE SPECIFICATIONS. '�Loo 0 20' 40' 955 \ — 954—_ \ \� i 41 -957 — I — \ \ f ` 956 -�\�� \ \ \ —= ---- =--_ ti— ----957 ---� \ \ \ -----------957--- 951 i v vv —956----- -- � 95Z�\\ �� 9SS\-------- I 'F' --- CNI / --- _ ---- • -- --- ------ ----- - ---------- - Q \ 14+00 2 0 + 0 0 — b - .. 21 +00 D --- c� r_ Z m U) D -P LEGEND PAVEMENT BOUNDARY OVERHEAD ELECTRIC 0HE MAJOR CONTOUR LINE MINOR CONTOUR LINE PROPOSED M E N N E N ACCESS ROAD ROOTWAD SPOILS AREA LIMITS OF CONSTRUCTION . .... s ITIMg�g��!�� Z Q5 / 953 U 952 953 CC I C 954 950 ---- -- pO / i 954 ENGINEERED RIFFLE spy -- __ -- N 4�� — ENGINEERED RIFFLE 960 CD X J 19 i o \ — 953 ENGINEERED i ENGINEERED RIFFLE L — / — — — 956 --957---�/ 959 970 970 Ln Ln N O � cn N N Lq (r) + 00 �' N + + CD N Ln Lo I I Q II II Q Q H- 960 " II uj 960 Qo Y Lo � N �a �� Cna Y� Q� w� �U-) Yr Q� <" u'� m Qr w� ujc �� m m w II �� ry m m _ _ II w II o� m II o o aUl EXISTING GROUND m II w II o� � > � —(w Lj �-II Caw C�uJ - CD w c� LEI 0.55% 9 5 0 950 �_ 0.55% 1.00% - — 0.55% 1.00%--C�.`'�� 1.00%� ;ter �^ rr FLOW _ C PROPOSED CHANNEL BOTTOM — ENGINEERED RIFFLE (TYP.) 940 0 ro o 0 co � � 40 V) Lo n 00 m m O (D 00 N n O I� O O 00Lq N O N q- L Lo -It Lo Lo 0 L-0 Cn O) rn rn Cn Cy) rn 0 (3) rn rncy) rn rn rn rn w w w w w w w w 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 P"=com PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD OAKLAND WATERFORD, MI 48328 COUNTY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI48350 248.846.6558 TEL 248.846.6557 FAX vo -4 CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE CHANNEL GRADING & PROFILE 3 OF 4 SHEET NUMBER R-1.3 253 co M X N ❑ U ry Q IN n3 E 0) a3 c co U 0 c� 0 4 LL O w I LL O ry ❑ z Q c� z 0 ry c� J W z z Q U U) U z Q ry N O 0 Q U O rn U) c� ❑ Q U C) 0 rn CD ry D m Q rn 0 c0 U W O ry IL 0ry O W c) N ❑ a� O ow IQ —U) J > ❑ M w ,z �O o� �z �w ory N r' z�w �C6 �ry ujU �� 2 W U cf) �? �U cE co c cn aJ c J LL NOTES: 1. FINE GRADING OF CHANNEL BED THROUGH DIG AND PITCH ACTIVITY ESTIMATED TO RESULT IN BALANCED CUT AND FILL AFTER EXCAVATION OF CHANNEL AND FLOODPLAIN TO LINES AND GRADES SHOWN ON DRAWINGS, MODIFIED AS REQUIRED PER INDICATORS OF PRE -DAM CHANNEL WITH ASSISTANCE OF ENGINEER. ALSO SEE SPECIFICATIONS. LEGEND PAVEMENT BOUNDARY OVERHEAD ELECTRIC MAJOR CONTOUR LINE MINOR CONTOUR LINE PROPOSED ACCESS ROAD ROOTWAD SPOILS AREA LIMITS OF CONSTRUCTION PROPOSED RIPRAP NM �c& NF 42 i � O / sr �oR-0 0 20' 40' \ /\ � I \ 11, � ENGINEERED RIFFLE h k / s � \ 956 — 2g+Op ENGINEERED RIFFLE 6Z 957= \ \ 957 1 I 970 0') _ Lo r Lo rn m + + ± 04 N N N II II II Q Q r_ � v) rn o Cn O N Ln Y Y N � uJ 960 Y�cy) QLi Lo � �� v, m m m I I II W II w II o> M> Q W Q> I C J �J OLU � I 950 � 94C - r� 00 �0 N 0 w m 21+00 0.55% 1.00%_ — PROPOSED CHANNEL BOTTOM Me 1 S•Z L / / 4110 / / \ - ///� ENGINEERED RIFFLE zz > ,lAr 00 00 o o IN + + p 970 + N N N II II I I Q < Q H U) 0') N� � (/) rn Y L6 Q ci tn� YL6 QL wLo �M m wll wll m II II �Lu J60 < j �J �w caw (•11.I 0. %--- 0.43 �— O ).55%97! 1.00% I — ENGINEERED RIFFLE 00 ro N 0� fi � Lo I� Lo 0 0 U) Lo Ln r Lo Lo Ln rn rn rn rn rn 0) rn a7 O) w w w 0- w w w w w ILw w w w 22+00 23+00 24+00 25+00 26+00 27+00 28+00 950 w � W 28+30.97 P"=com PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD WATERFORD, MI 48328 248.858.0906 TEL OMLAND COUNTY M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD J DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE CHANNEL GRADING & PROFILE 4 OF 4 SHEET NUMBER R-1.4 254 Qo (M X N ❑ U ry Q C� ❑ LL O U) z O U w U) U) U) O U z O U ry U z O U N r' U) z_ a ry N 0 0 0 Q U 0 rn /U) V ❑ Q U 0 0 rn CD ry m Q v rn 0 cm U LLJ O ry w C) ry C? O C) N 0� 0 ❑ N 0 OLu I Q J ❑ ow M z ti o0 �z �w ory N r' z�w Qry 3:= ujU �cl) =w U cl) >? �U c E �co a� c— J LL 950 940 50 960 — -- 950 WA \ 950 EXISTING SURFACE IV —40 —30 —20 —10 0 10 20 30 40 50940 1 CROSS SECTION R-1.1 STA.00+00.00 EXISTING SURFACE 960 PROPOSED CULVERT II II - PROPOSED SURFACE I I 935 50 —40 —30 —20 —10 0 10 20 30 40 2 CROSS SECTION R-1.1 STA. 1 +00.00 EXISTING SURFACE 950 950 PROPOSED SURFACE 940 70 —60 —50 —40 —30 —20 —10 0 10 20 30 40940 QR-1.1 CROSS SECTION STA.2+00.00 950 ME 50935 SCALE: HORIZONTAL = 1" = 10' VERTICAL = 1" = 5' 950 950 EXISTING SURFACE \ \ PROPOSED SURFACE 940 30 -20 -10 0 10 20 30 40940 DSTA4 CROSS SECTION R-1.1 .3+00.00 EXISTING SURFACE 950 � - - _ 950 PROPOSED SURFACE I 940 50 -40 -30 -20 -10 0 10 20 30 40 50940 D5 CROSS SECTION R-1.1 STA.4+00.00 950 940 50 ��Z�1 940 50 —40 —30 —20 950 - —10 0 10 QR-1.1 CROSS SECTION STA.5+00.00 20 30 40 50940 EXISTING SURFACE 950 i — — — \ PROPOSED SURFACE —30 —20 —10 0 10 20 30 40 50940 0-1.1 CROSS SECTION STA.6+00.00 Az=mCOM PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD L. OAKIA T WATERFORD, MI 48328 COUN"IY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX SPKIN(,FILLU, CHARTER TOWNSHIP CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE CONSTRUCTION CROSS SECTIONS 1 OF 5 SHEET NUMBER R_2. 1 255 Qo (M X N ❑ _ U ry Q U z O U w U) U) rn O U z O U ry U) z O U N N i D_' U) cD z_ a ry N 0 0 0 Q U 0 rn U) C� ❑ Q U 0 0 rn CD ry D m U) Q v rn 0 cm U LLJ O ry w ory C?O oU �w N � O ❑ N mO U ow IQ � > J M w �z �O o� �z �w ory N r' z�w �C6 D: — Qry 3:= ujU �cl) =w U cl) Z) �U c E �co a� c— J LL 41610, EXISTING SURFACE PROPOSED SURFACE 940 50 —40 —30 —20 — 0 0 10 20 30 40 50 U-1.1 CROSS SECTION STA.7+00.00 EXISTING SURFACE 950 — PROPOSED SURFACE 1 —50 —40 —30 —20 —10 0 10 20 30g40 Q9 CROSS SECTION R-1.2 STA.8+00.00 950 940 50 —40 —30 —20 —10 0 QR-1.2 CROSS SECTION STA.9+00.00 EXISTING SURFACE / 950 PROPOSED SURFACE 10 20 30 40 50940 950 940 50 —40 —30 —20 —10 0 950 \ � 940 50 950 _ _ 940 50 —40 —30 —20 i —30 —20 QR-1.2 CROSS SECTION STA.10+00.00 —10 0 QR-1.2 CROSS SECTION STA. 11 +00.00 —10 0 QR-1.2 CROSS SECTION STA.12+00.00 PROPOSED SURFACE 950 I EXISTING SURFACE 10 20 30 10 10 20 PROPOSED SURFACE I EXISTING SURFACE J m 30 40 EXISTING SURFACE PROPOSED SURFACE 20 30 40 50940 950 50940 950 50940 SCALE: Az=mCOM HORIZONTAL = 1" = 5' VERTICAL = 1" = 5' PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS *4441&7- 2800 WATKINS LAKE ROAD OAKLAND WATERFORD, MI 48328 COUN"iY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD J. DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE CONSTRUCTION CROSS SECTIONS 20F5 SHEET NUMBER R-2.1 256 Qo (M X N ❑ _ U ry Q C� ❑ Sri LL O co co z O U w O U z O U ry z O U N ry U) cD z a ry N O O ❑ Q U 0 rn U) C� ❑ Q U 0 0 rn CD ry D m Q 0 cm U w O ry w a' 00 oU �w N � O ❑ N mO U 0Lu I Q � w J > ❑ M w �z o0 �z �w ory N r' z�w �C6 D: — Qry 3:= ujU �cl) =w U cl) Z) �U c E �co a� c— J LL EXISTING SURFACE 950 — — — 950 PROPOSED SURFACE ['IiI97 950 — 940 50 —40 —30 —20 —10 0 10 20 30 40 50940 940 50 14 CROSS SECTION R-1.2 STA.13+00.00 960 EXISTING SURFACE ' 950 950 � — — -- � -950 PROPOSED SURFACE 940 50 940 50 —40 —30 —20 —10 0 10 20 30 40 50940 D15 CROSS SECTION R-1.2 STA.14+00.00 F EXISTING SURFACE 950 PROPOSED SURFACE 940 50 —40 —30 —20 —10 0 10 9R-1.3 CROSS SECTION STA.15+00.00 20 30 •.e — --950 40 50940 —40 —30 —20 —10 0 917 CROSS SECTION R-1.3 STA.16+00.00 EXISTING SURFACE PROPOSED SURFACE 10 20 30 40 —40 —30 —20 —10 0 10 QR-1.3 CROSS SECTION STA.17+00.00 —50 —40 —30 —20 —10 0 Q19 CROSS SECTION R-1.3 STA.18+00.00 10 SCALE: HORIZONTAL = 1" = 10' VERTICAL = 1" = 5' Aloe 7 11r-111 50940 ti • EXISTING SURFACE 950 PROPOSED SURFACE 20 30 40 50940 nnn EXISTING SURFACE I n C(l PROPOSED SURFACE 20 30945 Az=mCOM PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD OAKLAND WATERFORD, MI 48328 COUN'IY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX SPKINC;F-ILLU, CHARTER TOWNSHIP CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE CONSTRUCTION CROSS SECTIONS 30F5 SHEET NUMBER R-2.3 257 Qo co X N ❑ U ry Q C� ❑ Sri LL O co z O U w rn 0 U Z O U ry U) z O U N r' U) 0 Z ry N O O Q U O rn U) C� ❑ Q U 0 0 rn CD ry D m cn > Q 0 cm cn U Lu O ry w ory C? O OU �w N O ❑ N 75 mO oU ILQ � w J > M w �Z �O o� �z �w ory N r' z< w 0�C6 D: — Qry, uU �co =w U c) �U a E �co N co 2 J LL ••• 950 945 50 —40 —30 —20 —10 0 10 20 CROSS SECTION R-1.3 STA.19+00.00 •.s r EXISTING SURFACE 950 PROPOSED SURFACE 20 30 40 -- —� _ EXISTING SURFACE 950 PROPOSED SURFACE 945 50 —40 —30 —20 —10 0 10 20 30 21 CROSS SECTION R-1.3 STA.20+00.00 irZ:Y�7 EXISTING SURFACE I PROPOSED SURFACE 950 945 50 —40 —30 —20 —10 0 10 20 30 23 CROSS SECTION R-1.4 STA. 21 +00.00 50945 [ 11<17 50945 950 50945 EXISTING SURFACE -� PROPOSED SURFACE 950 945 50 —40 —30 —20 EXISTING SURFACE PROPOSED SURFACE 950 945 50 —40 —30 —20 EXISTING SURFACE 1 PROPOSED SURFACE 950 945 50 —40 —30 —20 —10 0 10 22 CROSS SECTION R-1.3 STA.22+00.00 —10 0 10 24 CROSS SECTION R-1.4 STA.23+00.00 —10 0 10 ®R-1.4 CROSS SECTION STA.24+00.00 20 SCALE: HORIZONTAL = 1" = 10' VERTICAL = 1" = 5' 30 40 20 30 40 20 30 40 950 50945 960 950 50945 950 50945 AzwCOM PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD OAKLAND WATERFORD, MI 48328 COUN'IY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX al, SPKIN(;FILLU, CHARTER TOWNSHIP CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE CONSTRUCTION CROSS SECTIONS 40F5 SHEET NUMBER R-2.4 258 Qo (M X N ❑ U ry Q c� ❑ LL O Lo co z O U w U) cn O U z O U ry z O U N r' U) cD z Q ry N 0 0 0 Q U 0 rn U) ❑ Q U O 0 rn CD ry D m U) Q 0 v rn 0 cm U LLJ O a' w C) ry C? O oU �w N O ❑ N �O �U ow IQ � w J > ❑ M w �z �O o� �z �w o ry N r' z�w �C6 D: — Qry 3:= ujU �C/) =w U C/) Z) �U c E �co a� c— J LL 960 950 50 —40 —30 —20 —10 0 26 CROSS SECTION R-1.4 STA.25+00.00 10 20 )kOPOSED SURFACE :XISTING SURFACE 30 40 50950 960 960 PROPOSED SURFACE EXISTING SURFACE 950 50 —40 —30 —20 —10 0 10 20 310 40 50950 27 CROSS SECTION R-1.4 STA.26+00.00 960 PROPOSED SURFACE 960 EXISTING SURFACE 950 50 —40 —30 —20 —10 0 10 20 30 40 50950 28 CROSS SECTION R-1.4 DSTA.27+00.00 SCALE: HORIZONTAL = 1" = 1' VERTICAL = 1" = 5' PROPOSED SURFACE 960 \� EXISTING SURFACE 950 50 —40 —30 —20 —10 0 10 20 30 40 9R-1.4 CROSS SECTION STA.28+00.00 970 50950 ti / 960 / - / 960 � 1 I / / I i i PROPOSED SURFACE EXISTING CHANNEL UNDER RR BRIDGE 950 50 —40 —30 —20 —10 0 10 20 30 40 50950 30 CROSS SECTION R-1.4 STA.28+25.00 P"=com PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS *4441&7- 2800 WATKINS LAKE ROAD OAKLAND WATERFORD, MI 48328 COUN"iY 248.858.0906 TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE CONSTRUCTION CROSS SECTIONS 50F5 SHEET NUMBER R-2.5 259 Qo (M X N ❑ _ U ry Q O 0 uj J Q W W J LL LL ry N ry U) (D z Q ry N O O Q U 0 rn U) C� ❑ Q U 0 0 rn CD ry m Q v ) rn 0 cm U w O ry w ory C? O ow N 0 ❑ N mO �U ow 5_ Q � w J > ❑ N w �z �O o� �z �w ory F\r' z< w 0� �— Qry 3:= ujU �C/) =w U c/) Z) �U c E �co a� co LL BANKFULL FLOW BASE FLOW SPACING SHALL BE DETERMINED DURING CONSTRUCTION BY ENGINEER BASE FLOW BANKFULL FLOW NON -WOVEN 'n Dp GEOTEXTILE FABRIC _ VARIES / 'TOTAL LENGTH PLAN VIEW ELEV. PER PROFILE SOIL WRAP BASE FLOW BANKFULL FLOW 6" TOPSOIL SOIL WRAP -SOIL WRAP DEAD STOUT STAKE TO SECURE GEOTEXTILE FABRIC D-1 ENGINEERED RIFFLE DETAIL NOT TO SCALE 6" TOPSOIL 6"BOULDERS - REFER TO PLANS SECTION A -A FINISHED GRADE SECTION B-B VLV I IVIY V V ELEV. PER PROFILE f—SUBGRADE P RAP :OTEXTILE BRIC V-3" STONE VOIDS WELL GRADED FILLED WITH SMALLER ROCK MATERIAL WASHED IN 1' THICK ELEV. PER PROFILE BASE FLOW //—BANKFULL FLOW 6" TOPSOIL SOIL WRAP SECTIOND—D O 1 "'"` VV UO WELL """""" FILLED WITH SMALLER ROCK MATERIAL WASHED IN 1' THICK ""� I URAL OTEXTILE kBRIC L=com PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 7 2800 WATKINS LAKE ROAD 0411. OAKLAND WATERFORD, MI 48328 COUNTY 248.858.0906TEL M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE RIFFLE DETAILS SHEET NUMBER R-2.6 260 Qo C0 X N 2 U ry Q 0 0- a Q a) `1 U a) U c 2) Cn m 0 w c a) E a3 c co U 0 Rennoye side branches Optional sealant Sharpen end. paint STEP 1 Obtain Willow or dogwood adventitiously rootable stock. Material should be from an area With similar soil, climate, and location relative to the stream. The material shall be at least two years old and free of disease, rot, or insect infestation. Material shall be harvested While dormant and soaked (1 to 14 days) before installation. 2 ft min 1 Note: A Waterjet (hydrod(ll) may be used to create the pilot hole in silt, loam, and some clay soils. It does not Work Well in large gravels and cobbles. STEP 2 Create a pilot hole that is perpendicular to the ground surface and deep enough to reach the lowest water table of the year. The hole shall be to the length of the live pole. — 6"min. y y Y Note: If pilot hole is made With a Water jet (hydro drill), backfilling With Water soil slurry may not be necessary. y STEP 3 Tamp live poles into hole. Top of cutting shall be above competing vegetation. Back fill hole With Water and soil mix to achieve good soil to stem contact. Space stakes in a 1 to 3 foot random pattern. D-1 LIVE STAKE DETAIL C� 0 C/i_ 6" TOPSOIL Q ~ w TIE IN TO GRADE, TRENCH IN MIN. V AND SECURE WITH STOUT STAKE 0 J w z z COMMON FILL ON TOP OF ROOTWAD U ao � N r' U) 0 z Q BURY ROOTWAD IN STREAMBANK ry 0 N O 0 0 Q U Q U oI MIN 3 OF TRUNK LENGTH EMBEDDED IN BANKS CD ry D m SECTION A -A' o \ \ '°` \\ o \\ \ \� � U \U JI O r \ oUUJI 75 m0 ow IL Q W , C w J > �o N w r z �O o� �z �w o lY F\r' z�w 1 �; �- Qry, UU �ry =w U <n �U a E to f >_ in a) J LL ROOT WAD TRUNK (MIN 3-6" DIA.) EXCAVATE TRENCH LINE, WITH NON WOVEN GEOTEXTILE, BACKFILL WITH CLEAN GRAVEL AND COMPACT B' �( PLAN VIEW MIN. 1' OVERLAP WHEN CLUSTERED D-4 ROOTWAD DETAIL NOT TO SCALE GUYING WIRES REINFORCED HOSE TREES SHALL BEAR SAME RELATION TO FINISH GRADE AS IN NURSERY > GUY TREES OVER 5'-0" HIGH ` DO NOT PRUNE CONIFERS 12 GAUGE GALV. DOUBLE /0 STRAND TWISTED GUYING WIRE, 3 GUYS PER TREE 120 DEG, APART 3" MULCH 3" SAUCER 2"X2"X30" GUYING HA STAKE REMOVE BURLAP FROM TOP 1/ OF BALL. REMOVE ALL PLASTIC AND ROT PROOF RAP SCARIFY SEITI G BED TO 3 DEPTH FERTILIZER TABLET, 1 PER SHRUB 4" LAYER OF BARK MULCH BETWEEN SHRUBS D c e D 0 900 GRAM WOVEN COIR FABRIC ANCHOR COIR FABRIC MIN 1' INTO BANK 1 I\/r nTAI/r tll ALITIAI/". (+ INTO STREAM BED 2 PLY REINFORCED RUBBER HOSE, POSITIONED DIRECTLY ABOVE TREE BRANCH TURNBUCKLE AND SURVEYORS FLAGGING TAPE (WHITE) PLANTING MIXTURE SET BALL ON 6" i i-i i i iTi-iTi- i i i-iTi-T� - = -' -'"-"' COMPACTED TOPSOIL 2" Ao D 1� D� o� q ROOT oos" oa 5ALL j%p o � — o IT- - _ `% ELIMINATE INDIVIDUAL PLANTING WELLS FOR MASS PLANTING OF SHRUBS SHRUB PLANTING DETAIL D-2 N � 1- 4" LAYER OF BARK MULCH TYP. PLANTINGS OCCUR ABOVE THE OHWM AND EXTEND TO THE TOP OF RIPRAP PROTECTION, MAX 2:1 ALUM. EDGING, SEE PLAN VARIES ACROSS BANK FOR LOCATIONS (AVERAGE FT) 2" SAUCER TYP, PLANTING SOIL MIXTURE r 2" WELL COMPACTED PLANTING SOIL MIXTURE VARIES, SEE PLANS FLOOD PLAIN BENCH NOTES MAX. BANK FULL DEPTH 1.25-2.0' THALWEG VARIES DEPENDING ON CHANNEL PATTERN, VARIES, SEE PLANS FLOOD PLAIN BENCH APPROX. 4 50—YR WSE EXTEND RIPRAP MINIMUM (VARIES) 1' ABOVE 50-Y1R EVENT LEVEL 1 OHWM `a RIPRAP (D50=6") PLACED 15" THICK \ APPROX. CHANNEL III = BOTTOM IE] (VARIES) 2' EXISTING GROUND ��LI11, �{ �2.0'---m- RIPRAP BANK PROTECTION 9 NOT TO SCALE TOTAL WIDTH 36' 13' BANK FULL WIDTH TYPICAL POOL CROSS SECTION VARIES 12-13' BANK FULL WIDTH 6-7' BOTTOM WIDTH RIVER CHANNEL CHANNEL LOW POI TYPICAL CHANNEL CROSS SECTION KEY -IN RIPRAP BELOW CHANNEL 2' FOR SCOUR DEPTH VARIES, SEE PLANS FLOOD PLAIN BENCH _ VARIES, SEE PLANS FLOOD PLAIN BENCH OTES MAX. BANK FULL DEPTH 1.25'-2.0' THALWEG VARIES DEPENDING ON CHANNEL PATTERN. I I I 3- r_ LC0 M PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS Paw:] 2800 WATKINS LAKE ROAD OAKLAND WATERFORD, MI 48328 COUNTY 248.858.0906TEL MICHIGAN CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE CHANNEL DETAILS SHEET NUMBER R-2.7 261 Qo (M X N ❑ 2 U ry Q X c 23) cn a) i6 a) E a) 0) ca c co a) a c� 0 w ry w O w W O 7 w ry J ry U Z) ry U) 0 u) U) U z a ry N 0 0 0 Q U 0 rn U) 0 Q U 0 0 0 ry D 00 Q L0 0 cm U w O ry w �ry ow N � O ❑ N �o �w IL Q � > J N Lu ,z o0 �z ory ry z�w �C6 � = ujU �cl) =w U cl) Z) �U c E �co a) co LL v�-:�`\lI LEGEND _FIB \\\— \�\ \ \\ \ \ \ \ \ \ \\ \\ \— I\\ \\�_ _ --� I / > 1 / I I • ---- FIB\\\ �\ \\ \ \\ \ \ \ \\ \\ \\ ��--- \�\\ �- —�� j{h��= �I I / I PROPERTY LINE - - — --_ FIB — \ \ \ \ \ \ \\\ \ \ \ \ \ \ / / `_ti� PAVEMENT BOUNDARY RIP RAP NORTH _ MATERIAL \ OVERHEAD ELECTRIC oHE �1\\\\\\\\\l / / / _____—\�\\\ --- / / DAVISBURGRO 1 _ _ _ _ — — — — _ _ � ~\ — — � / I I I � 11\IIII / � / SHEET WATER SURFACE ---------- — f---- — --- --� _II /� /� EXISTING MAJOR ELEVATION �J HIAW SEE TROUT CONTOUR LINE — RIVER /,�� Fie I 1 r , / / / AREA B —\\ �O POND EXISTING MINOR REMOVAL I_ I l 1— I ( CONTOUR LINE FENCE LINE x FIB \ \ _ -- EDGE OF TREE AND/ —_-- --- --_—_ 0 OR SHRUB LINE —J FIB_ — __ _ FI ❑ > a LIMITS OF — _ _ _ 1 — DISTURBANCE \_F \ --__— — ---_ --_r— ��_ _------ ---- IB r FIB —FI OHE—�-----/�\\ \\\---- -- B_— _\ ---_ -- �\ \ ---- __ B 1 In —011pre,— \ _ FI — _ FIB HE OHE _--- — �\ FI e� _///��\\ — --_� ----- —� I 961-- -F --_ —-- IB ��IE o —_ H----- / \ \ FIB E / \ �i= _ =_CFI$ \ —1 I I 1 I 1 rPIN, FIB OHE ^I Il\961 _/��62 � � FIB I I III oHE�� I --- r �/ ll I --- -- ---- F\g Jl��HE\1��1 \ FIB= I \\ l —_— / � //// I / \ _ —/////Ilp I-1_I � I I�\ll I I Fie �\I \ -- _ —/ �r� —_; ��///%�I III RHE III10 1II -- -- — -- - ---- - -- -- — \\ ///IIIIIP I 1� OHE 11IIIIII / FIB / tjjll�/l ///I I lA \\\� _ ��\\ Ilr��rl IL FIB7 ��— — \ OVERTOPPING RIPRAP — — — — — TO BE REMOVED I--\-�—`\ -- FIB \g B -- \\ F�J! --�\ FIB\ 1 --71 \J \ REMOVE AND REPLACE ROAD — \—Fie % I \ \\\\\\��\\/^I ��\ \ /F\g —\\ oy—FV FIB FIB, \ \ I I I ij \ \\\\\\\\� I F�8 _ _ \ ! FID (' FIB i ->T� FIE FIB FI --OVA v v v \ FIE V � \ FIE FIB _ A l __�\\\\\ �\ \\ \\ \ FIB----F-F7 \— \\ \\ FIE\, \B \ \\ \ —1 fB \ID \ \ \ I \\ \ ONE O I \ �y� oN ) ___ te_-__— —/ — FII? UP Lj V2 REMOVE FENCE LJ\\ I / \ —, — — WAIN I A116 / / �/ / 1 li / — --- — — — — — — — — REMOVE FENCE — CULVERT AND DAM REMOVAL — -959-- (CHAIN LINK) .95i \ SEE SHEET S-1.1 — — — — — — — — — — — ---- % — —__ 957 / — INTAKE REMOVAL SEE SHEET S-1.1 \ SHEET PILE REMOVAL SEE SHEET B-4.1 ,-- \\ `os \9& \\ —958 � I I I I 1 1 1 \ \ w 1 1 \ \ \ \ \ \ `J \ \ \ \co') \ \ r I I I I I I 1 \ \ \ \ \ \ \ \ \ \ \6kI\� \ \\ L=com PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAND COUNTY PARKS 2800 WATKINS LAKE ROAD WATERFORD, MI 48328 248.858.0906 TEL �TM OAKLAND M I C H I G A N CHARTER TOWNSHIP OF SPRINGFIELD 0 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAXi.�,,, dHNGFIELC ARTER TOWNSHIP CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE STRUCTURAL REMOVAL SITE OVERVIEW SHEET NUMBER S-0.1 262 LC0 m M X N 2 U Q 5CALE I'- 20' AwRox LoCATtON ' M gT U C . C.^ LSE SxZ7 % f N1 FAt2K1N& 5" (YYP 4- 5TF=E L GOARD VAI L W/ WCOD HasT 5rpI 2-5 r W 0 C6 J 0 75 W 75 Q r] U) U Z_ Q 0 N 0 O i) Q U 0 o 0 U) U W 0 IL o� M r— 0 o� N W o� �o 00 �w U)Q M , J W _> N W N Q r-- W o Z �0 N Z oW ow zry Q Q W U) �Fy T- o U U) aw D -U a) ai >M E �M J LL 2aS' 1' ALNIJT C-0m57RIJCT SI LTA-TtnW TRAP eroa.s-Z Co` I-11 CHPJN LINK ~FENCE x t KEMOvF- � REPLACE CIJAKD FAIL i SEA >DEi'r°.fL AQD FEAJCE FOR ACCE55 Sa L F EACH TNI5 SHEET FOz 0U`TLET�p -15"FLE Gd2 2 PIPE 15rR UCTLI I� T = �5 WOODEN $Rini 4 p ZrcYJE- ILL a C-•� VENT D ROCK � APPRCx LCCAi ION 6" µP r.as rviAlt•! � `` � - 1 t, 2' SP L 17 f�AI L t ❑METAL 1� STarz-L -- W/ 1 l c.�,TC- IN� C INC- �.�9T3 � �C�h' WARE 1 �Sr11 *a � max— 6`HI C►L+llfy LINK 10"CMP fEwCE V r - TWIN G" L0005T STEEL SHEETING W/ ANGLE [RON Top �S6p:t MILL_ TlDNc I �' FLAN VIEW ' a�o. -42" x 3'p" 5L I DE. C, AT E WAT�i2 ELEV 9E S. 35 (!4 22 -EN4 IATE LIMIT5 OF EAFTH GbF FMr�ATErALJtu �51EiZG5CC E As f�E4L1 ! s �I K) W aj -VF C)f= Cc"-- WALL .' 1` Lr V �� o TOP CF C4RATI W= 5UMMER LC—VE L ELEV g a Wu•rrE-M LEVEi- E FULL OPEM P051TIOKUw55/6-0 X-x 1A1 AdZr. lx`X 'E EVISTIN4 SLLICE C,ATEtIINSTALL xx TED 42" x 3G" -C— ' I' �� NUMIA1 [,ATE, SELF COA1TA IIJED. 86LT 4E -OF EXrSTINCI CfEMIPJCn IM X DAMCE WITH MFEF. g-comMEmDwrpm. } OPENIA 4.1 IF IeEO'D. TO '554 a i f1 &=MTOM aF FEAMF- 9S3.O J z CU CYDS. COVC. YCAL yr E EKI�TINC� 5L e* THICKNESS LNKNOWN SECTi O N - � XJ4> 55GAL E Ft7N D 950 r I "c'HAmf=4ER -Typ ffOR RETAINING WALL Ex1 Sr. Ge-Am 7t41s � t2"c e—w. 12' M 11U. Ex15TING 5TONE i NtwTAR HEADWALL. A:oWNO 36 GI1 p Tn aF—= Rj=MajED - CoN5T1zW NEW YL" CONCRETE MLL. POIX COWCCETE A4AIFJ5T EXIST0J,11 e--jK76 J1uD. ��..e. SFECTiON -A HC)Kz . SITE REMOVAL LEGEND Kxx1DENOTES REMOVAL WORK NOTES: 1. PLAN IS NOT TO SCALE 2. SHEET IS FOR REFERENCE. INFORMATION SHOULD BE VERIFIED BY CONTRACTOR. Know what's below. Call before you dig. PROJECT DAVISBURG MILL POND DAM REMOVAL PART OF SECTION 17, T4N-R8E SPRINGFIELD TWP., OAKLAND CO. MICHIGAN CLIENT OAKLAN D COUNTY PARKS _ 2800 WATKINS LAKE ROAD ,`T. WATERFORD, MI 48328 COUN-1OUNTD CY 248.858.0906TEL MICHIGAN CHARTER TOWNSHIP OF SPRINGFIELD 12000 DAVISBURG ROAD DAVISBURG, MI 48350 248.846.6558 TEL 248.846.6557 FAX CONSULTANT AECOM 27777 FRANKLIN ROAD SUITE 2000 SOUTHFIELD, MI 48034 248.204.5900 TEL 248.204.5901 FAX www.aecom.com NOT FOR CONSTRUCTION REGISTRATION ISSUE/REVISION 2021-07-30 100% DESIGN REVIEW 2020-07-24 50% DESIGN REVIEW I/R DATE DESCRIPTION KEY PLAN PROJECT NUMBER 60594641 SHEET TITLE EXISTING STRUCTURE REMOVALS SHEET NUMBER 263 Davisburg Mill Pond Dam Removal and River Restoration 100% Design Engineer's Opinion of Probable Cost 18/2/2021 Item Descriptions Site Preparation Mobilization/Demobilization Site Clearing Haul Road ISignage Relocation of Park Features Erosion Control/Sediment Traps/Erosion Control Blanket (Dam Removal Concrete demolition Grouted Riprap Removal Sluice Gate Removal Grate Removal 136" Culvert Removal JDam material disposal Embankment Excavation Flow Diversion (Bypass Pumping) Traffic Management Contingency Fund for Well Adjustments Road Crossing Replacement Precast Three -Sided Culvert with wingwalls and knee walls 113ackfill Structure CIP Road Reconstruction Form Liner on face of culvert wingwalls/headwalls River Restoration and Sediment Management Impound Excavation Engineered Riffle IRiprap Bank Protection Channel Bed Materials Habitat Boulders Topsoil 6" Live Stakes Plants (Bare Root Stock) Wetland Seeding in Floodplain Upland Seeding Erosion Mat on Floodplain IFES Lift Small Wood Rootwads Contingency Fund for Tributary Stabilization (Trail Replacement (Rotary Park) Estimated Construction Cost Contingency Cost Estimated Project TOTAL FINAL DESIGN Unit Price Quantity SubTotal $ 236,000.00 Lsum $ 150,000.00 1 $ 150,000.00 Acre $ 4,000.00 3 $ 12,000.00 LF $ 20.00 950 $ 19,000.00 LSUM $ 15,000.00 1 $ 15,000.00 LSUM $ 15,000.00 1 $ 15,000.00 LSum $ 25,000.00 1 $ 25,000.00 $ 219,171.17 CYD $ 20.00 55 $ 1,100.00 SYD $ 6.00 777.778 $ 4,666.67 EA $ 1,500.00 1 $ 1,500.00 Lsum $ 1,000.00 1 $ 1,000.00 EA $ 900.00 1 $ 900.00 Ton $ 10.00 111.65 $ 1,116.50 CYD $ 8.00 4861 $ 38,888.00 Lsum $ 120,000.00 1 $ 120,000.00 Lsum $ 20,000.00 1 $ 20,000.00 Lsum $ 30,000.00 1 $ 30,000.00 $ 865,621.93 Ft $ 5,000.00 80 $ 400,000.00 CYD $ 25.00 1458 $ 36,457.50 LSUM $ 423,164.43 1 $ 423,164.43 SFT $ 10.00 600 $ 6,000.00 $ 466,656.00 CYD $ 10.00 8700 $ 87,000.00 SYD $ 80.00 450 $ 36,000.00 CYD $ 101.00 180 $ 18,180.00 Ton $ 71.00 84 $ 5,964.00 Ea $ 125.00 50 $ 6,250.00 SYD $ 2.70 24000 $ 64,800.00 Ea $ 5.02 475 $ 2,384.50 Ea $ 25.11 250 $ 6,277.50 Acre $ 5,980.00 10 $ 59,800.00 acre $ 3,000.00 2.5 $ 7,500.00 $ 3.00 18000 $ 54,000.00 LFT $ 30.00 450 $ 13,500.00 EA $700 100 $ 70,000.00 LSUM $20,000 1 $ 20,000.00 LSum $ 15,000.00 1 $ 15,000.00 $ 1,787,449.10 15% $ 268,117.36 $ 2,055,566.46 1 08/02/2oJf4 AECOM 27777 Franklin Road Suite 2000 Southfield, Michigan 48034 www.aecom.com October 15, 2019 Mr. Andy Krumwiede Oakland County Purchasing Unit Executive Office Building 41 W-Lower Level 2100 Pontiac Lake Road Waterford, Michigan 48328 248.204.5900 tel Re: AECOM Contract #5528; Change Order #1 for Phase II of Mill Pond Dam Removal and Restoration Design/Engineering Services Dear Mr. Krumwiede: This letter is in response the Change Order Request #1 for the Phase II of the Mill Pond Dam Removal and Restoration Design/Engineering Services. Oakland County Parks and Recreation Commission provided a scope of work that continues the work of the feasibility study completed previously. AECOM has reviewed the scope of work and has provided a cost estimate to complete the tasks according to the schedule provided. Included with this submittal are the following attachments: 1. Resumes and project descriptions of our landscape architecture team that will develop the conceptual park designs. 2. Cost estimate for completing the scope of work. 3. Comments on the proposed schedule. 4. Annotated scope of work with Task numbers corresponding to AECOM budget table. 5. List of assumptions and clarifications to scope of work We look forward to working with Oakland County and Charter Township of Springfield to complete this project. Please do not hesitate to contact me if you have any questions regarding our cost estimate for this change order. We look forward to continuing our working relationship on the Mill Pond Dam Engineering and Restoration Design. Sincerely, AECOM Troy Naperala, PE Project Director 265 AEOOM Contract #5528; Change Order #1; Phase 11 of Nall Paid Dam Removal and Restoration DesigrVEngirieering Services October 15, 2019 Attachment 1: Resumes and project descriptions of our landscape architecture team that will develop the conceptual park designs. This attachment includes resumes for tom Evans, Christian Lynn, and Matt Busa. These are the key staff for the conceptual park plan task. Also included are project descriptions for the FishPass project in Traverse City, MI; Poseyville Riverside Park in Midland, MI; Ash Pond Wetland Restoration in Midland, MI; and Orchard Hills Park and Ecological Restoration in Chester Township, OH. 266 ,4=YOM Education BS, Landscape Architecture, The Ohio State University, 1976 Years of Experience With AECOM 30 With Other Firms 10 Registration/Certification 1979/1-andscape Architect/Ohio 2009 Project Manager Certification 2009 LEED AP Certification. Areas of Expertise Park Design Stream Restoration Stream Mitigation Stormwater Wetlands Wetland Restoration Aquatic Habitat Restoration Green Infrastructure Urban Watershed Restoration Storm Water Management Grant Assistance Thomas, M. Evans, ASLA, LEED AP Green Infrastructure Design Services Director Senior Project Manager Mr. Evans has over 30 years' experience directing multidiscipline teams on dozens of Parks, Stream and Wetland restoration, and Green Infrastructure projects. Mr. Evans has extensive experience in the planning and design of Parks which incorporate wetland and stream restoration, which effectively provide flood relief and enhance water quality, as well as provide other cobenefits such as trails, habitat restoration, and enhance community aesthetics. He recently authored a Chapter in the Water Environment Federation Manual on Green Infrastructure Implementation on projects which provide multiple benefits. He has extensive Grant Assistance experience working with neighborhood groups, municipalities and regional agencies. His track record of grant assistance for watershed restoration projects is now over $10 million. PROJECT EXPERIENCE STREAMS/STORMWATER/WATERSHED Union Street Dam FishPass Traverse City, Michigan: Directed restoration planning and design for $16M dam replacement, river restoration, and riverside park on the Boardman River in downtown Traverse City. The project incorporates Dam replacement, Experimental channel, Nature like channel, pedestrian bridge, kayak portage, research building, park amenities, riparian revegetation, and educational signage. Kid's Creek Restoration, Traverse City, Michigan: Directed restoration planning for 1200 LF segment of Kid's Creek through an institutional campus. Restoration Plan incorporated increased stream sinuosity, step pools for aeration, and riparian buffer vegetation. Project Manager, Riparian Restoration, Tittabawassee River, Midland, Michigan: Directed planning and design of two riverside restoration projects totaling $7M on former industrial properties located for one mile of the Tittawabassee River across from downtown Midland. A former fly ash pond site was designed as a 17 acre stormwater wetland treating an 80 acre urban watershed. An adjacent 12 acre former manufacturing site was designed to incorporate wetland, riparian revegetation, trails, public art, a pavilion, and a pedestrian bridge. Project Manager, Green Stormwater Infrastructure, Neighborhood GSI Planning, Detroit Water and Sewerage Department, Detroit, Michigan: Directed planning to identify Green Stormwater Infrastructure opportunities for 12 urban neighborhoods. Identified GSI opportunities for urban boulevards, for urban parks, and 267 AECOM Thomas M. Evans Page 2 of 2 in high vacancy neighborhoods. Prepared planning reports containing conceptual plans, project narratives, runoff reduction estimates, and cost estimates. Project Principal, West Creek Confluence Restoration, NEORSD, Cleveland, Ohio: Directed Multidiscipline team preparing construction plans for $3M urban stream restoration at confluence of West Creek and Cuyahoga River. Project transformed highly channelized stream into 5 acre floodplain and oxbow habitat. Project Manager, Upper 40 Steam Restoration, Mayfield Village, Ohio: Directed multidiscipline team for design to restore floodplain functions to 1500 lineal feet of this channelized tributary of the Chagrin River. Prepared successful grant application for $540,000. Directed survey, geotech, permitting, modeling, design, bidding, and construction administration. HEC RAS modeling indicated that the project reduced peak discharges by 35%. Project Manager, Foster's Run Riparian Restoration, Mayfield Village, Ohio: Directed design and construction to daylight 1500 lineal feet of stream and construct 2000 lineal feet of trail in North Chagrin Reservation of Cleveland Metroparks. Directed extensive HEC RAS modeling to guide design of stream profile, cross sections, and channel structures. Wrote successful grant for $780,000 in funding. Project design optimizes meander wavelength within confines of ravine and incorporates cascades and step pools within floor of existing wooded ravine. Project bids came in well under grant construction budget of $1,125,000. Project Manager, Orchard Hills Park, Geauga Park District Chardon, Ohio: Directed multidiscipline team in the design of a new 220 acre, $3 million park on former golf course. Park development includes access road, parking lot, stormwater wetlands, bioswales, and lighting. Park structures include combined shelter, picnic shelters, restrooms, and pergolas. Ecological restoration included 2000 LF of stream restoration, 60 acres of reforestation, and 3.5 acres of meadow restoration. Project won Ohio ASLA award. Project Manager, Pleasant Valley Park, Lake County Metroparks, Willoughby Hills, Ohio: Directed design of a new 45 acre park on the Chagrin River. Park development includes ecological restoration of floodplain, a variety of wetlands, and access road. Project Manager, Wooster Memorial Park ADA Trails, Wooster, Ohio: Directed grant assistance and design for 1 mile of ADA trails, boardwalks and ravine overlooks for this 220 acre park. Assisted Friends group to obtain 2 grants totaling $200k to fund the project. Project Manager, Morgana Bluffs Nature Center and Learning Center, Boys and Girls Clubs of Cleveland, Ohio: Directed design of a 5 acre urban stormwater wetland and outdoor land lab. Design included storm sewer system to divert storm flows from combined sewer system, and an innovative zero discharge stormwater wetland system. Wrote two grants, successfully obtaining $540k to fully fund design and construction of the project. Project Manager, Steam Mitigation/Restoration, Pleasant Run Golf Course, Indiana DOT, Indianapolis, Indiana: Directed preparation of construction plans and specification for mitigation/restoration of 6,300 lineal feet of Pleasant Run located as mitigation for highway impacts. Restoration includes natural channel restoration, and riparian vegetation restoration. The project carefully balances the needs of stream restoration and golf course playability. Project Manager, Oneida Wetland Mitigation Bank, Wisconsin Department of Transportation, Green Bay, Wisconsin: Directed the preparation of construction plans to construct 41 acres of wetland mitigation within an 80 acre parcel to serve the immediate and future needs of Wisconsin DOT. 268 A_COM Areas of Expertise Park and Trail Design Streetscape Design Landscape Design Restoration Design Master Plan Development Construction Documentation Construction Administration Years of Experience With AECOM: 9 Years With Other Organizations: 5 Years Education BA/2004/ Kenyon College MLA/2007/Cornell University GIS Coursework/Lakeland CC Registration/Certification Landscape Architect/NY Landscape Architect/OH Landscape Architect/PA Landscape Architect/DE CLARB Certified Christian Lynn, PLA, ASLA Senior Landscape Architect Overview Mr. Lynn is responsible for leading a wide array of Landscape Architecture project types across the Midwest. He has a diverse array of experience collaborating across all architectural and engineering disciplines to develop more integrated design solutions. His work has a common theme of strategically leveraging infrastructure -oriented investments to support the creation or enhancement of public space. Project Specific Experience Poseyville Riverside Park Planning and Design, Momentum Midland, Midland, MI: Project Manager for the conceptual planning and final design for the development of 20-acre park along the Tittabawassee River in Midland, Michigan. The property is the site of a former concrete plant and has long been seen as an opportunity for revitalization to support downtown Midland's strategic plan for economic development. The plan calls for ecological restoration and creation of habitat along the river, incorporating trails, boardwalks, and overlooks to enhance the user engagement. Holbrook Hollows Park Design, Geauga Park District Bainbridge, OH. Project Manager for Geauga Park District's development of a new park in the southwest corner of Geauga County. The park is a regional asset, offering equal access and recreational resources for a diverse set of neighbours. The park provides a unique piece of architecture to support year-round use and offers miles of trails, some of which provide regional linkages and a direct connection to the Cleveland Metroparks Huron Waterfront Park Concept and Feasibility Design, Liberty Development Inc., Huron, OH: Mr. Lynn served as the Project Manager for the conceptual redevelopment of a former ConAgra industrial site near the confluence of the Huron River and Lake Erie. Working with the developer and the City, AECOM developed site analysis, and conceptual waterfront and trail alternatives for the design of a new iconic waterfront park. With construction and environmental constraints, the scope of work was driven by the need to understand the feasibility and costs associated with the new park. Blair Road Property Parking and River Access Improvements, Lake County Metroparks, Leroy Township, Ohio: Task manager for the development of a conceptual plan and construction drawings for a new Lake Metroparks property along the Grand River. Resting in the 269 floodplain, various schemes were developed to understand flood impact while ultimately providing patron access to the river for fishing and kayaking. As part of the project, AECOM was also responsible for executing a flood plain development permit. DOW Ash Pond Wetland Restoration, Midland, MI: Led the conceptual, schematic, and final design for the creation of 17 acres of high -quality wetlands, incorporating public access and amenities along the Tittabawassee River. The design focused around the creation of 5 distinct habitat zones within the wetland. Project Landscape Architect, Boardman River Dam Removal & Restoration, Visual Impact Simulations, Traverse City, Michigan: Lead landscape architect for the development of a series of simulated images that would accurately illustrate the condition of the Boardman River during and following the removal of an upstream dam. Renderings were developed that would convey not only the post -construction condition but also the process, allowing communities to better assess the impacts and provide valuable feedback. Landscape Architect, West Creek Confluence Restoration, Northeast Ohio Regional Sewer District, Cleveland, Ohio: Assisted in the design of the $3M design/build stream restoration project to restore a channelized stream bed, improve bank stabilization, support ecological habitat and restore 5 acres of estuary floodplain. Primary role revolved around the technological aspect of the drawing creation, utilizing Civil 3D software to create alignments, profiles, cross sections, and TIN surfaces. 270 A_COM Areas of Expertise Park and Trail Design Streetscape Design Landscape Design Restoration Design Master Plan Development Construction Documentation Construction Administration Years of Experience With AECOM: 6 Years With Other Organizations: 3 Years Education BA/2007/ Georgetown University MLA/2013/University of Maryland Registration/Certification Landscape Architect/MI Landscape Architect/OH CLARB Certified Matt Busa, PLA, ASLA Landscape Architect Overview Mr. Busa is a landscape architect who provides design services for a variety of project types across the Midwest. He has a diverse array of experience collaborating across all architectural and engineering disciplines to develop more integrated design solutions. His work has a common theme of strategically leveraging infrastructure -oriented investments to support the creation or enhancement of public space. Project Specific Experience Poseyville Riverside Park Planning and Design, Momentum Midland, Midland, MI: Landscape Architect for the conceptual planning and final design for the development of 20-acre park along the Tittabawassee River in Midland, Michigan. The property is the site of a former concrete plant and has long been seen as an opportunity for revitalization to support downtown Midland's strategic plan for economic development. The plan calls for ecological restoration and creation of habitat along the river, incorporating trails, boardwalks, and overlooks to enhance the user engagement. Holbrook Hollows Park Design, Geauga Park District Bainbridge, OH. Landscape Architect for Geauga Park District's development of a new park in the southwest corner of Geauga County. The park is a regional asset, offering equal access and recreational resources for a diverse set of neighbours. The park provides a unique piece of architecture to support year-round use and offers miles of trails, some of which provide regional linkages and a direct connection to the Cleveland Metroparks Huron Waterfront Park Concept and Feasibility Design, Liberty Development Inc., Huron, OH: Landscape Architect for the conceptual redevelopment of a former ConAgra industrial site near the confluence of the Huron River and Lake Erie. Working with the developer and the City, AECOM developed site analysis, and conceptual waterfront and trail alternatives for the design of a new iconic waterfront park. With construction and environmental constraints, the scope of work was driven by the need to understand the feasibility and costs associated with the new park. Wooster Memorial Park Trails, Wooster, OH: Provided site design and landscape architecture services for park expansion project, including new parking lot, trailhead, ADA trails, boardwalks, overlooks, picnic area, seating, and signage. The trail layout was designed to 271 meander in and out of mature woodlands and restored prairies, incorporating a bridge, boardwalks, and overlook points that were carefully chosen to showcase views of a deep wooded ravine. A picnic area and bathroom were sited near the trailhead and parking lot for easy access and maintenance. FishPass at Union Street Park, Traverse City, MI: Landscape Architect for this innovative project to enhance fish passage and connectivity between the Boardman River and Lake Michigan. FishPass will replace the deteriorating Union Street Dam in downtown Traverse City, Michigan with an improved barrier featuring a fish - sorting channel and a nature -like river channel. The project will also incorporate public access, recreational, and park improvements. 272 AECOM - Park Planning and Design - Select Project Examples FishPass at Union Street Park Traverse City, MI Client Great Lakes Fisheries Commission Services Landscape Architecture Architecture Geotechnical Design Civil Engineering Permitting Survey AECOM developed the planning and design for the first of a kind facility capable of selective bi-directional fish passage and testing multiple fish sorting technologies and techniques. The rehabilitation of the Union Street Dam, the lower most barrier on the Boardman River, a coldwater stream habitat, provided a unique locational opportunity for Fish Pass. Key elements of the Fish Pass project include the prototypical fish sorting channel, nature like bypass channel, Researcher Building, riparian vegetation restoration, and aquatic habitat. The project will control the spread of invasive fish species such as sea lamprey. The rehabbed dam represents the control structure Boardman Lake, a 200 acre urban lake, located just upstream. Fish Pass is located in a riverside park in downtown Traverse City. Key Park elements include a pedestrian bridge, kayak portages, ADA compliant riverfront trail linkages, fishing access points, and an outdoor education area. Design challenges include fitting all the programmatic elements into compact site with a 20' vertical drop to water elevation, and surrounded by existing residential and institutional buildings. Construction Cost $8,000,000 Completion Date Anticipated in 2021 AL Key Contact Dan Zielinski, PhD.,PE Project Manager dzielinski@usgs.gov M��, AECOM is providing a suite of multi -discipline services including complex hydraulic modeling, structural design, geotechnical design, permitting, Architecture, electrical Engineering, and Landscape Architecture 273 AECOM AECOM - Park Planning and Design - Select Project Examples Poseyville Riverside Park Midland, MI Client Services Michigan Baseball Foundation Waterfront Parks Planning Parks & Trail Design Wetland Restoration Construction Cost $4 million Completion Date 2020 (Anticipated) Key Contact Dan Rogers Michigan Baseball Foundation (989) 837-6121 AECOM is working with the City and multiple community • Addition of a gateway to Midland from the South stakeholders to develop restoration plans for two former industrial properties, totaling nearly 40 acres and one mile • A new recreational amenity adjacent to the city park of the Tittabawassee River floodplain. . A conveniently located outdoor education resource Both properties are prone to annual flooding. The city acquired a 14.5 acre flood prone site, previously a concrete block plant, with FEMA funding. Conceptual restoration plans call for this site to include 3000 feet of floodplain restoration, 3 acres of restored wetlands, a pedestrian bridge, recreational trails, river overlooks, a mountain bike skills course and a public art gateway element. The adjacent property to the south, a former industrial ash pond, will be transformed into a stormwater wetland treating runoff from about 80 acres. The investment in this site will provide a full ecological restoration, incorporating nearly 13 acres of diverse wetlands, vernal pools, a restored riparian edge, and forested uplands. Future plans call for loop trails, boardwalks, overlooks, and interpretive signage. The Restoration Plan will provide additional community benefits including: • Restoration and beautification one mile of riverfront across from downtown Midland • A pedestrian bridge across the river to link loop trails to downtown employees. • AECOM also provided technical support in the development of cost estimates, and the funding and phasing strategy. 274 AECOM AECOM - Park Planning and Design - Select Project Examples Ash Pond Wetland Restoration Midland, MI Client Services DOW Chemical Engineering Hydraulic Modeling Landscape Architecture Restoration Design Survey AECOM's team of engineers, environmental scientists, and landscape architects led the wetland restoration associated with the $3 million dollar remediation of a 25- acre former industrial ash pond along the Tittabawassee River. In an effort to achieve their sustainability goals and support the community's larger riverfront restoration initiative, the client requested that the entire 25-acre site be fully restored. HEC-RAS hydrological modeling determined that the site would support approximately 15 acres of diverse wetland habitat. The restoration was designed to incorporate 1700 feet of riparian restoration, upland meadows, vernal pools, and submergent, emergent, and forested wetlands. Initially, conceptual master plan drawings and renderings were developed which included long-term plans to incorporate over one mile of trails and boardwalks, river Completion Date Construction Cost Fall 2016 $3,000,000 overlooks, and interpretive elements. With the approval of the concept, the team proceeded to develop detailed construction engineering drawings. In addition, AECOM provided construction administration services for the duration of the project. Construction for Phase 1 was completed in 2016. L i PINIIFGT9FNE�_`u�xna .., Ak xrerAwnw,wraem Nxwxnmonwm.:um� 275 AECOM AECOM - Park Planning and Design - Select Project Examples Orchard Hills Park & Ecological Restoration Chester Township, Ohio Client Services Construction Cost Key Contact Geauga Park District Architecture $3 million Matt McCue, PLA MEP Engineering Director of Planning& Operations Landscape Architecture Completion Date 440.279.0813 LEED Design September 2012 mmccue@geaugaparkdistrict.org The design strategy for Orchard Hills Park established concentric "zones of use" that organized site layout and programming while minimizing environmental impacts. The active use zone was located near the park entrance and contains major park infrastructure, including the parking lot, trail head, and lodge. A passive use zone encompasses remote areas of the site with a focus on conservation. The landscape architect led a multi -disciplinary effort to restore the site's hydrology. Streams that had been piped beneath fairways were daylighted, channelized stream beds were realigned, and floodplains were re-established. Bioengineering techniques were used to stabilize stream banks and slopes with coir logs, erosion mat, and live stakes until native vegetation could take hold. In areas with severe erosion and steep topography, step pools were designed to center the flow, take up grade, and dissipate energy. The combination shelter and picnic shelters at Orchard Hills reinforce the park district's established brand and identity in the county. The buildings utilize stone for the fire places, board and batten wood siding, and green shingled roofs to emphasize the park district's brand. The multi- use Combination Shelter provides seasonal outdoor use with the fireplace and a 24' x 30' heated enclosed meeting space for year round use. The Picnic Shelters provide seasonal use through -out the year with a fire place in winter months. The picnic shelters are located centrally with close proximity to the sledding hill, cross country trails, and other park amenities while still offering unobstructed views. During initial construction, the park restored 50-acres of forest and 22-acres of meadow. Over the next 10 years, the park plans to reforest one former fairway per year. Park amenities include: • 3.6-miles of multi -use trails and boardwalks • indoor/outdoor lodge • four open-air shelters/warming huts • waterless restrooms • trail head kiosk • fishing piers • sledding hill • interpretive signage 276 AECOM AEOOM Contract#5528; Change Order#1, Please II of M➢II Pond Dam Removal and Restoration Design/Engineedrg Seances October 15, 2019 Attachment 2: Cost estimate for completing the scope of work. The change order document requested the fee broken down by the following categories. SOW Description Preliminary Design Engineering DEP, Budget Estimating DEP, Construction Documents Bid Assistance Contracting Administration Grant Writing Assistance Conceptual Park Design Associated Task Fee Task 1- 7 $135,390 Task 2 and 6 (Budget Estimating Only) $2795 Task 8 and 9 $41,885 Task 10 $46,240 Task 11 Task 12 $6,480 $26,660 A comprehensive fee for all tasks is provided, along with hourly rates and other costs, on the following page. Note, the "DEP, Budget Estimating" fee breakout in the table above is included in the overall fee. The estimated per meeting cost is $3,000. 277 Fee Proposal (Revision 1): Mill Pond Dam Removal and Restoration Task Task 1— Kick -Off Meeting Regular Conference Calls Task 2 — 50% DEP and Review Task 2.1- Geotechnical Investigation and Foundation Design (AECOM) Task 2.2— Flow Data Collection and Analysis Task 3 — Facilitate Mtgs with Regulatory Agencies and others (2) Task 4 — 75% DEP and Review, with renderings Task 5 — Facilitate and Document Public Meetings (2) Minimum of 3 Renderings/Models Task 6 —100% DEP Task 7 - Presentations of DEP to OCPRC and CTS (3) Meetings Task 8 - 90% DEP Construction documents, Specifications, and Budget Task 9 - Finalize DEP for permitting, bidding and procurement Permit Applications, Bid Documents Final Presentation Boards for Display (2) Task 10 - Facilitate Contract Administration Progress/Site Inspections Task 11 - Grant Writing Task 12 - Conceptual Park Design Hours Labor Rates AECOM Fee Based on Previously Provided Rate Sheet Other Direct Costs: Geotechnical Investigation Engineering Staff Other Direct Costs: Travel Printing & Reproduction Other Direct Cost Total Grand Total Cost Mill Pond Fee by Task Grou Task 1-7 Task 8-9 Task 10 Task 11 Task 12 Project director Project Manager 2 18 20 16 16 4 24 6 4 4 4 24 12 154 $180.00 $ 27,720.00 $ $4,368.00 $107, 580.00 $38,485.00 $46,240.00 $6,480.00 $26,660.00 2 18 60 24 16 16 20 Senior Project Engineer 2 18 78 24 16 16 18 AECOM Key Staff Hours Project Geotechnical Engineer Engineer 2 18 80 40 8 20 30 27 30 20 12 12 24 40 24 60 24 24 20 20 20 358 231 246 $180.00 $135.00 $100.00 64,440.00 $ 31,185.00 $ 24,600.00 $ $3,344.00 $1,698.00 $27,810.00 $3,400.00 $0.00 $0.00 $0.00 $135,390.00 $41,885.00 $46, 240.00 $6,480.00 $26,660.00 Prepared by TRN on September 20, 2019 Land. Arch. Construction Proj. Admin Total Hours Admin 40 80 4 4 4 4 24 24 16 2 16 20 8 16 208 16 120 100 268 208 78 $135.00 $135.00 $100.00 $90.00 13,500.00 $ 36,180.00 $ 20,800.00 $ 7,020.00 1 $1, 800.00 Fee 8 $ 1,190.00 72 $ 10,710.00 334 $ 45,170.00 10 $ 1,260.00 48 $ 7,560.00 48 $ 7,920.00 0 $ - 48 $ 7,920.00 80 $ 10,800.00 82 $ 10,730.00 24 $ 4,320.00 0 $ - 117 $ 15,465.00 64 $ 8,940.00 68 $ 9,040.00 28 $ 5,040.00 172 $ 25,440.00 208 $ 20,800.00 36 $ 6,480.00 196 $ 26,660.00 225,445.00 $20,000.00 $9,410.00 $1,800 $31,210 $256,655 278 AEOOM Contract #5528; Change Order #1; Phase 11 of Nall Paid Dam Removal and Restoration DesigrVEngirieering Services October 15, 2019 Attachment 3: Comments on the proposed schedule. The original SAC provided was missing the following tasks from the schedule list: • Task 1: Kick -Off Meeting • Task 3: Facilitate at least 3 Meetings with Regulatory Agencies and Others for Permitting/Planning • Task 4: 75% Design has been eliminated. This means that the reviews associated with the deliverable is de scoped, but the design activities still occur under task 2. • Task 6: 100%DEP • Task 7: Present final DEP at 3 meetings with OCPRC and CTS • Task 12: Conceptual Park Design These tasks will be added to the schedule in the appropriate phases. Additionally, approvals and tasks falling to the DT rather than AECOM will be highlighted in the project design schedule —these included Commission Agendas, and CTS and OCPRC votes for approval. These are critical path tasks but should be considered separate from the tasks for meetings with OPRC and CTS for presentations/review of plans. Grant writing and applications was a task included in the initial Design Engineering Phase, it is unclear whether that is meant as a task for the DT or AECOM. Grant assistance is included in the schedule list now as its own task, Task 11, under Final DEP, as it is assumed that final grant applications will need DT approval and finalized plans and figures for final submission. The AECOM Team proposes to provide a draft schedule as part of the kick-off meeting for review with the DT. Based on feedback from the DT provided at the kick-off meeting AECOM will finalize the schedule. 279 AEOOM Contract #5528; Change Order #1; Phase 11 of Nall Paid Dam Removal and Restoration DesigrVEngirieering Services October 15, 2019 Attachment 5: List of assumptions and clarifications to scope of work To aid in reviewing the proposed fee and associated tasks, AECOM has divided the scope into 12 tasks. The attached scope of work associates Task # with project scope. The scope of work is acceptable to AECOM with the following clarifications: 1. Rates are provided based on the rate sheet provided as part of the initial contract and will be increased annually by 3%. Other disciplines may be required as the project progresses. 2. Due to the length of the contract rates will be increased annually to account for COLA and other adjustments. 3. Other direct costs and subconsultant costs will be passed through the contract with no markup. 4. It is assumed that the County will be providing full time construction oversight and administration including pay application review, grant reimbursement requests, daily site inspections, and permit compliance. 5. AECOM will provide grant writing support related to technical aspects of the project and will work with the DT to identify appropriate grants. Grant submittals and financial tracking will be the responsibility of the County. 280 SEPTEMBER 1, 2021 AGENDA ITEM NO. 15 PLANNING & RESOURCE DEVELOPMENT To: Chairman McGillivray and Commission Members From: Susan M. Wells, Interim Executive Officer Melissa Prowse, Supervisor — Planning & Resource Development Subject: Motion — Grant Acceptance — Michigan Department of Natural Resources Fisheries Habitat Grant for Mill Pond Dam Removal and Restoration INTRODUCTION AND HISTORY Project History: Oakland County Parks and Recreation and Springfield Township share in the joint maintenance and repair of the Mill Pond Dam as well as the maintenance of the Mill Pond in Springfield Township. This is due to OCPR and Springfield Township being the majority landowners on either side of the Mill Pond and the dam. The Mill Pond is part of Springfield Oaks Golf Course (it defines the north boundary of the golf course), and OCPR also owns Rotary Park on the north side of the dam. Springfield Township owns and operates Mill Pond Park, to the north and east of the Mill Pond. Knowing the dam was reaching the end of its useful life and in need of repair, OCPR and the Township partnered in 2019 to conduct a feasibility study for the dam, contracting with AECOM to produce the plan, including significant public involvement. The final report indicated that due to the crushed outlet pipe that is not repairable, the dam would need to be fully replaced, or removed. Replacement of the dam was estimated between $1.2M - $1.3M. Removal of the dam and restoration of the natural stream channel was estimated at $1.5 - $1.7M. However, there are multiple grant opportunities associate with removal of the dam, and no grant opportunities associated with the replacement, therefore removing the dam should be less out-of-pocket expense for OCPR and the Township than replacing the dam. There are also significant ecological and environmental benefits associated with removing the dam, such as re -connecting the natural stream channel to the benefit of many native species including rainbow darter, sunfishes, and state species of concern including mudpuppy and rainbow mussels. The restoration of the impoundment back to prairie fen habitat will also provide critical habitat and linkages for species such as the federally threatened eastern Massasauga rattlesnake. Current Request: In February 2021 staff applied for a grant from the Michigan Department of Natural Resources Fisheries Habitat Grant Program. We received notification of the grant award ($345,000) in May and received the attached Project Agreement in July. STAFF RECOMMENDATION Staff is recommending the Commission approve the acceptance of the grant of $345,000 from the Michigan Department of Natural Resources Fisheries Habitat Grant Program for the Mill Pond Dam Removal and Restoration Project and forward the grant agreement to the Oakland County Board of Commissioners for their approval. MOTION Move to approve the acceptance of the grant of $345,000 from the Michigan Department of Natural Resources Fisheries Habitat Grant Program for the Mill Pond Dam Removal and Restoration project and forward the grant agreement to the Oakland County Board of Commissioners for their approval. 281 '0F NATu? Michigan Department of Natural Resources — Fisheries Division/Grants Management 0 o oN FISHERIES HABITAT GRANT PROGRAM PROJECT AGREEMENT This information is required by authority of Part 5 of Act 451, P.A. 1994 as amended, to receive funds. This Agreement is between Oakland County , in the county of Oakland , hereafter referred to as the "GRANTEE," and the MICHIGAN DEPARTMENT OF NATURAL RESOURCES, an agency of the State of Michigan, hereinafter referred to as the "DEPARTMENT." Funds are appropriated from the Michigan Game and Fish Protection Fund, the Michigan Game and Fish Settlement Fund, and the State of Michigan General Fund to the DEPARTMENT for the Fisheries Habitat Grant Program (FHGP), through which the DEPARTMENT may issue grants for projects to support a variety of activities to benefit fisheries, aquatic resources, and the public, including fish habitat conservation, dam removal and repair, and access to recreation. The purpose of this Agreement is to provide funding in exchange for work to be performed for the project named below. This Agreement is subject to the terms and conditions specified herein. Project Title: Mill Pond Dam Removal and Restoration Project #: FH2O-016 Amount of grant: $345,000 90 % PROJECT TOTAL: $385,000 Amount of match: $40,000 10 Start Date: Date of Execution by DEPARTMENT End Date: October 7, 2022 As a precondition to the effectiveness of the Agreement, the GRANTEE is required to sign the Agreement and return it to the DEPARTMENT within 60 days of the date the Agreement is issued or the Agreement may be cancelled by the DEPARTMENT. This Agreement is not effective until the GRANTEE has signed it, returned it, and the DEPARTMENT has signed it. The Agreement is considered executed when signed by the DEPARTMENT. The individuals signing below certify by their signatures that they are authorized to sign this Agreement on behalf of their agencies, and that the parties will fulfill the terms of this Agreement, including any attached appendices, as set forth herein. GRANTEE SIGNED By [Print Name]: Title: Organization Date: DUNS Number SIGMA Vendor Number SIGMA Address ID MICHIGAN DEPARTMENT OF NATURAL RESOURCES SIGNED By Grants Section Manager Date of Execution by DEPARTMENT 282 CONTACT INFORMATION This Agreement shall be administered on behalf of the DEPARTMENT by the Grants Management Section within the Finance and Operations Division. All notices, reports, documents, requests, actions or other communications required between the DEPARTMENT and the GRANTEE shall be submitted to the primary contact identified below: GRANTEE CONTACT Name/Title Organization Address Address Telephone Number E-mail Address DEPARTMENT CONTACT Fisheries Habitat Grant Program Manager Name/Title Grants Management/DNR Finance & Operations Organization 525 W. Allegan Street, Lansing, MI 48933 Address P.O Box 30425, Lansing, MI 48909 Address 517-284-7268 Telephone Number DNR-Grants@michigan.gov E-mail Address The DEPARTMENT and GRANTEE may by written notice designate a different primary contact with correlating information to which subsequent notices, reports, requests, or other communications shall be sent. 2. PROJECT SCOPE The FHGP application # FH2O-016 (APPENDIX A) is, by this reference, made part of this Agreement. This Agreement, together with APPENDIX A, constitutes the entire Agreement between the parties. Costs must be allowable, allocable, reasonable and consistent with the budget identified for completing the project as described in APPENDIX A, including modifications to APPENDIX A, which must be requested and approved in writing. Only the agreed upon project costs (including GRANTEE match) incurred during the project period are eligible for grant payment, unless otherwise approved in writing by the DEPARTMENT. 3. PROJECT PERIOD The project period is from the date of execution by the DEPARTMENT through the end date identified on page 1 of this Agreement. The GRANTEE is expected to complete the project within the project period. Requests by the GRANTEE to extend the project period must be made in writing a minimum of 30 days before the expiration of the project period. Extensions to the project period are at the discretion of the DEPARTMENT and may be made only by an amendment to this Agreement. 4. GRANTEE DELIVERABLES AND REPORTING REQUIREMENTS The GRANTEE must complete and submit bi-annual progress reports in accordance with the template and instructions provided by the DEPARTMENT. This includes, but is not limited to, a narrative report and summary of expenditures on the project proposed in Appendix A of this Agreement. YEAR DATE REQUIRED INFORMATION 2021 11/12 Summary of accomplishments and expenditures (Template Provided) 2022 4/15 Summary of accomplishments and expenditures (Template Provided) 2022 12/7 Final Report (See Final Report requirements) Within 45 days of project completion, the GRANTEE must submit final reporting documentation including a reimbursement request, narrative report, final completion scorecard, and copies of written materials and/or photographs of program recognition signs in accordance with the template and instructions provided by the DEPARTMENT. 283 5. CHANGES Any changes to this Agreement requested by GRANTEE must be made in writing to the DEPARTMENT and are subject to DEPARTMENT approval in its sole discretion. Changes requiring an amendment to this Agreement will be executed by the DEPARTMENT and the GRANTEE in the same manner as this Agreement. 6. THE GRANTEE WILL: a) Abide by all applicable local, State, and federal laws, rules, ordinances, and regulations in the performance of this grant. b) Obtain all necessary permits before commencement of the project. This Agreement shall not be construed to obligate the DEPARTMENT or any other agency to issue any permit required for the completion of the project. It is the sole responsibility of the GRANTEE to determine what permits are required for the project, secure the needed permits and remain in compliance with such permits. The GRANTEE will retain a copy of all permits in the file and make them available to the DEPARTMENT upon request. c) Affirm to have control of the project area through fee -simple title, lease or other recorded interest in the project area, or have written permission from the owner of the project area to complete project activities. d) Instruct its contractors and volunteers to take steps to minimize the risk of spreading terrestrial and aquatic invasive species during this project. Selection of project -appropriate measures should be dependent on the type of work being conducted and the specific situation, including proper decontamination and disposal. e) Abide by all State and federal threatened and endangered species regulations when completing project activities. f) Be solely responsible for the operation and maintenance of the project activities that are the subject of this Agreement and the actions of any employee or agent of the GRANTEE acting within the scope of their employment or agency. g) Shall comply with the Employers Engaging in Unfair Labor Practices Act, 1980 PA 278, as amended, MCL 423.321 et seq. This Agreement shall not be construed to require the DEPARTMENT to operate or maintain or to contribute to the operation or maintenance of the project improvements and associated project activities that are the subject of this Agreement for the course of the expected useful life. 7. PURCHASING AND CONTRACTING The GRANTEE will: a) Submit design plans, specifications, and/or bid documents for DEPARTMENT approval prior to seeking written quotes or bids for contracts for purchases or services with a value equal to or greater than $5,000. b) Provide design plans to the DEPARTMENT for review and approval at the 30%, 60%, and 100% complete stages, unless waived by the DEPARTMENT in writing. c) Upon DEPARTMENT approval of design plans, specifications and bid documents, openly advertise and seek written bids for contracts for purchases or services with a value equal to or greater than $50,000 and accept the lowest qualified bid as determined by the GRANTEE. d) Upon DEPARTMENT approval of design plans, specifications and bid documents, solicit three (3) written quotes for contracts for purchases or services between $5,000 and $50,000 and accept the lowest qualified bid as determined by the GRANTEE. The DEPARTMENT reserves the right to deny the use of any consultant, contractor, associate, or other personnel to perform any portion of the project. The GRANTEE is solely responsible for all contractual activities performed under this Agreement. Further, the DEPARTMENT will consider the GRANTEE to be the sole point of contact regarding contractual matters, including payment of any and all charges resulting from the anticipated grant. All subcontractors used by the GRANTEE in performing the project shall be subject to the provisions of this Agreement and shall be qualified to perform the duties required. 8. ASSIGNABILITY The GRANTEE may not assign or transfer any interest in this Agreement without prior written authorization of the DEPARTMENT. 9. NON-DISCRIMINATION a) The GRANTEE shall comply with the Elliott Larsen Civil Rights Act, 1976 PA 453, as amended, MCL 37.2101 et seq., the Persons with Disabilities Civil Rights Act, 1976 PA 220, as amended, MCL 37.1101 et seq., and all other federal, State, and local fair employment practices and equal opportunity laws. 284 b) The GRANTEE agrees not to discriminate against an employee or applicant for employment with respect to hire, tenure, terms, conditions, or privileges of employment, or a matter directly or indirectly related to employment, because of religion, race, color, national origin, age, sex, sexual orientation, height, weight, marital status, partisan considerations, or a disability or genetic information that is unrelated to the person's ability to perform the duties of a particular job or position. The GRANTEE further agrees that any subcontract shall contain non-discrimination provisions which are not less stringent than this provision and binding upon any and all subcontractors. A breach of this covenant shall be regarded as a material breach of this Agreement. No individual shall be denied access to grant -funded facilities or activities on the basis of religion, race, color, national origin, age, sex, sexual orientation, height, weight, marital status, partisan considerations, or disability. 10. LIABILITY The GRANTEE hereby represents that it will defend any suit brought against either party that involves title, ownership, or specific rights, including appurtenant riparian rights, of any lands controlled by the GRANTEE connected with or affected by the project. The GRANTEE is responsible for all claims, demands, judgments, and expenses, including attorney fees, from any and all loss, damage, or injury to person or property, or death arising under or in any manner related to the Agreement, the activities authorized by the Agreement or the use and occupancy of the premises, project area or facilities. 11. CONFLICT OF INTEREST No government employee, or member of the legislative, judicial, or executive branches, or member of the GRANTEE's Board of Directors, its employees, partner agencies, or their families shall benefit financially from any part of this Agreement. 12. ANTI -LOBBYING The GRANTEE shall not use any of the grant funds awarded in this Agreement for the purpose of lobbying as defined in the State of Michigan's lobbying statute, MCL 4.415(2). "Lobbying" means communicating directly with an official of the executive branch of State government or an official in the legislative branch of State government for the purpose of influencing legislative or administrative action. 13. DEBARMENT AND SUSPENSION By signing this Agreement, the GRANTEE certifies to the best of its knowledge and belief that it, its agents, and its subcontractors: a) Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from covered transactions by any federal department or the State. b) Have not within a three-year period preceding this Agreement been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (federal, State, or local) transaction or contract under a public transaction, as defined in 45 CFR 1185; violation of federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property. c) Are not presently indicted or otherwise criminally or civilly charged by a government entity (federal, State, or local) with commission of any of the offenses enumerated in subsection (2). d) Have not within a three-year period preceding this Agreement had one or more public transactions (federal, State, or local) terminated for cause or default. 14. IRAN SANCTIONS ACT By signing this Agreement, the GRANTEE is certifying that it is not an Iran linked business, and that its contractors are not Iran linked businesses, as defined in MCL 129.312. 15. AUDIT AND ACCESS TO RECORDS The DEPARTMENT reserves the right to conduct a programmatic and financial audit of the project and may withhold payment until the audit is satisfactorily completed. The GRANTEE must maintain all pertinent records and evidence pertaining to this Agreement, including grant and any required matching funds, in accordance with generally accepted accounting principles and other procedures specified by the State. The State or any of its duly authorized representatives must have access, upon 285 reasonable notice, to such books, records, documents, and other evidence for the purpose of inspection, audit, and copying. The GRANTEE will provide proper facilities for such access and inspection. All records must be maintained for a minimum of seven years after the final payment has been issued to the GRANTEE by the DEPARTMENT. 16. INSURANCE The GRANTEE shall acquire and maintain insurance which will protect the GRANTEE from claims which may arise out of or result from the GRANTEE'S operations under this Agreement, whether performed by the GRANTEE, a subcontractor or anyone directly or indirectly employed by the GRANTEE, or anyone for whose acts may hold them liable. Such insurance shall be with companies authorized to do business in the State of Michigan in such amounts and against such risks as are ordinarily carried by similar entities, including but not limited to public liability insurance, worker's compensation insurance or a program of self-insurance complying with the requirements of Michigan law. The GRANTEE shall provide evidence of such insurance to the DEPARTMENT at its request. 17. OTHER SOURCES OF FUNDING The GRANTEE agrees to notify the DEPARTMENT immediately if funding for the same or a substantially similar project is received and to cease all activity under this Agreement until the difference in scope between projects is identified and agreed upon by all parties. The GRANTEE guarantees that any claims for reimbursement made to the DEPARTMENT under this Agreement must not be financed by any source other than the DEPARTMENT under the terms of this Agreement. If funding is received through any other source, the GRANTEE agrees to delete from GRANTEE's billings, or to immediately refund to the DEPARTMENT, the total amount representing such duplication of funding. 18. ADVANCE AND REIMBURSEMENT The DEPARTMENT will make payment to the GRANTEE as follows: a) The DEPARTMENT will pay the GRANTEE a total amount not to exceed the amount on page 1 of this Agreement, in accordance with APPENDIX A. Any cost overruns incurred to complete the project activities called for by this Agreement shall be the sole responsibility of the GRANTEE. b) To be eligible for payment, the GRANTEE must submit a complete payment request to the DEPARTMENT on form(s) provided by the DEPARTMENT and have satisfied all progress reporting requirements due prior to the date of the payment request. c) The GRANTEE may request up to fifty percent (50%) of the approved grant amount as an advance prior to incurring costs. The advance amount requested must be reasonable in relationship to the project's cash flow and necessary for the success of the project. The entire advance amount must be earned and documented on a reimbursement request before additional payments will be made to the GRANTEE. d) The GRANTEE is required to submit documentation of all costs incurred, including the value of match and donations made to the project. Documentation of expenditures and value of match and donations must meet written DEPARTMENT requirements as specified in the FHGP Handbook for the year the grant was issued or the most recent version of the FHGP handbook. The DEPARTMENT reserves the right to request additional information necessary to substantiate payment. e) The GRANTEE must submit a reimbursement request within six months of incurring project match or expense. The reimbursement request must be for a specific identified time period and must contain all grant expenses, match and donations that have occurred during that time period. Expenses not submitted within the correct time period or older than six months may be considered ineligible for payment. f) The GRANTEE is responsible for providing documentation of all matching funds committed to the project. If the GRANTEE fails to meet the match obligation the DEPARTMENT may withhold or require repayment of grant funds. g) The GRANTEE must be a registered vendor with the State of Michigan SIGMA Vendor Self Service (VSS) system to receive payments. The registration website is: htti)s://sigma.michiqan.qov/webapp/PRDVSS2Xl/AltSelfService. All grant funds will be paid by Electronic Funds Transfer (EFT). h) Due to the State's year-end closing procedures, an estimate of expenditures from the GRANTEE's last reimbursement request through September 30 must be submitted to allow the State to complete its accounting for that fiscal year. Advance notification regarding the due date for the estimate of expenditures will be sent to the GRANTEE. 286 i) The DEPARTMENT will hold back ten percent (10%) of the approved grant amount until review and approval of project completion. Final payment of the remaining ten percent (10%) of the approved grant amount will be released upon DEPARTMENT approval of the GRANTEE's Final Narrative Report, Final Completion Scorecard, Final Reimbursement Request and satisfactory project completion as determined by the DEPARTMENT. 19. CLOSEOUT A determination of project completion, which may include a site inspection and an audit, shall be made by the DEPARTMENT after the GRANTEE has met any match obligations, satisfactorily completed the activities, and provided products and deliverables described in APPENDIX A. Upon issuance of final payment from the DEPARTMENT, the GRANTEE releases the DEPARTMENT of all claims against the DEPARTMENT arising under this Agreement. Unless otherwise provided in this Agreement or by State law, final payment under this Agreement shall not constitute a waiver of the DEPARTMENT's claims against the GRANTEE. All records must be maintained for a minimum of seven years after the final payment has been issued to the GRANTEE by the DEPARTMENT. The GRANTEE shall immediately refund to the DEPARTMENT any payments in excess of the costs allowed by this Agreement. 20. CANCELLATION This Agreement may be cancelled by the DEPARTMENT, upon 30 days written notice, due to Executive Order, budgetary reduction, other lack of funding, upon request by the GRANTEE, or upon mutual Agreement by the DEPARTMENT and GRANTEE. The DEPARTMENT may honor requests forjust and equitable compensation to the GRANTEE for all satisfactory and eligible work completed under this Agreement up until 30 days after written notice, upon which time all outstanding reports and documents are due to the DEPARTMENT and the DEPARTMENT will no longer be liable to pay the GRANTEE for any further charges to the grant. 21. TERMINATION Failure by the GRANTEE to comply with any of the provisions of this Agreement shall constitute a material breach of this Agreement. Upon breach of the Agreement by the GRANTEE, the DEPARTMENT may, in addition to any other remedy provided by law a) Terminate this Agreement; and/or b) Withhold and/or cancel future payments to the GRANTEE on any or all current grant projects until the violation is resolved to the satisfaction of the DEPARTMENT; and/or c) Withhold action on all pending and future grant applications submitted by the GRANTEE under the FHGP and/or d) Require repayment of grant funds already paid to GRANTEE; and/or e) Require specific performance of the Agreement. 287 APPENDIX A FISHERIES HABITAT GRANT APPLICATION #FH20-016 (incorporated herein by reference) 288 SEPTEMBER 1, 2021 AGENDA ITEM NO. 16 PLANNING & RESOURCE DEVELOPMENT To: Chairman McGillivray and Commission Members From: Susan M. Wells, Interim Executive Officer Melissa Prowse, Supervisor — Planning & Resource Development Subject: Motion — Approval of License Agreement with Electrify America for JEEP Branded Electric Vehicle Charging Station at Holly Oaks ORV Park INTRODUCTION AND HISTORY Staff were approached by both JEEP and Electrify America about an opportunity to house a solar -powered electric vehicle charging station at Holly Oaks ORV Park. JEEP has partnered with Electrify America to place these charging stations at various high -profile off -road locations around the country. The charging station will be located in the Holly Oaks ORV Park parking lot. Electrify America will cover all costs associated with installation of the charging station, as well as all maintenance costs. In addition, Electrify America will pay Oakland County Parks and Recreation $100 per month while the station is at Holly Oaks. With the Holly Oaks parking lot Phase II construction pending for next year, Electrify America has offered to provide a temporary unit to be installed this fall (ideally prior to the Detroit 4Fest taking place September 24- 26). They will then, at no expense to OCPRC, replace it with a semi -permanent charging station next year once the second phase of the parking lot is complete and staff can designate a permanent home for it. At the time of agenda publication, the agreement was still being reviewed by Corporation Counsel. The agreement will be e-mailed to Commissioners prior to the Commission meeting. The term of the license agreement is through December 31, 2023. Staff feel that this is a unique and exciting way to provide electric vehicle charging at the park while building our relationship with JEEP and aligning nicely with the direction and discussion of the OCPR Sustainability Committee. Staff will promote and highlight the new charging station through a press release and social media posts. STAFF RECOMMENDATION Staff recommends the Commission approve the license agreement with Electrify America for a solar -powered vehicle charging station to be located at Holly Oaks ORV Park through December 31, 2023. MOTION Move to approve the license agreement with Electrify America for a solar -powered vehicle charging station to be located at Holly Oaks ORV Park through December 31, 2023. 289 CHARGING STATION SITE LICENSE AGREEMENT This CHARGING STATION SITE LICENSE AGREEMENT (the "Agreement"), dated as of , 2020 (the "Effective Date"), between the County of Oakland, by and through its statutory agent, the Oakland County Parks and Recreation Commission, 2800 Watkins Lake Road, Waterford, Michigan 48328 ("Licensor") and ELECTRIFY AMERICA, LLC, a Delaware limited liability company ("Licensee"), whose address is 2003 Edmund Halley Drive, Suite 200, Reston, Virginia 20191 (Licensor and Licensee being each herein referred to as a "Party" and collectively as the "Parties"). RECITALS A. Licensee wishes to create electric charging stations for electric vehicles throughout the United States at various locations; B. Licensor desires to participate in Licensee's network of charging stations for electric vehicles in the United States; C. This Agreement sets forth the agreement of the Parties with respect to Licensor's license to Licensee. AGREEMENT 1. Basic Provisions. a. License Premises. The Licensor hereby licenses to Licensee approximately three hundred and twenty square feet (320 sq), which will result in two (2) electric vehicle ("BV") charging parking spaces (the "License Premises") at the location depicted on Exhibit "A" attached and incorporated hereto, together with all related equipment, in order to build two (2) electric vehicle charging stations ("Charging Station") to charge EVs. b. Fee. Licensee hereby agrees to pay Licensor a license fee equal to $100 per Charging Station per month, starting on the Commencement Date (as defined below) and continuing until the Expiration Date (as defined below) as consideration for the Agreement herein. C. Term. The term ("Term") of this Agreement shall commence on the Effective Date and end on December 31, 2023 (as extended from time to time, the "Expiration Date"). d. Commencement. The "Commencement Date" shall mean the date on which the Charging Station is first operational. e. Extension. Prior to the Expiration Date, License may request, in writing, an extension of this Agreement for a period of three (3) years, which request may be granted or denied at the sole discretion of the Licensor through its Parks and Recreation Executive Officer or his/her successor. In the event this Agreement is extended, this Agreement shall continue based upon the identical terms and conditions contained herein. f. Expansion. Licensee may request, in writing, an expansion of the License Premises to include up to an additional three hundred and twenty adjacent square feet (320 sf) for two (2) additional 290 charging stations. Licensor through its Parks and Recreation Executive Officer or his/her successor may grant or deny such request is its sole discretion. Licensor shall permit Licensee to prepare plans and specifications for such additional space, pull the permits, and upon receipt of permits, build out such additional spaces with additional Charging Stations, at which time such additional space shall be part of the License Premises. In the event Licensee exercises such expansion option, the Fee set forth in Section 1(c) of this Agreement shall be applicable to each additional Charging Station under the expansion per month for the remainder of the Term. g. This Agreement covers only the License Premises and the non-exclusive use, in common with others, of the areas contiguous thereto that are reasonably necessary to provide access to and from the License Premises and the Charging Station for the purpose of the construction, installation, maintenance, repair and operation of the Charging Station, by Licensee, together with any ancillary uses permitted herein, all in accordance with this Agreement. 2. Termination. a. By Licensee. Licensee shall have the right to terminate this Agreement at any time upon thirty (30) days prior written notice. In connection with any early termination, the Licensee shall comply with the Surrender obligations set forth below. b. By Licensor. This Agreement may be terminated by the Licensor at any time upon ninety (90) days prior written notice,. C. Surrender. Promptly following the expiration or termination of this Agreement, Licensee shall remove the Charging Station from the License Premises and restore the License Premises to substantially its former condition, including the removal of all utilities (underground and above -ground) and all solar panels, excluding ordinary wear and tear. d. No Further Obligations. Upon any termination pursuant to this Section, both parties are relieved of any further obligations contained in this Agreement, except for those that by their terms or nature survive or may require performance after termination (e.g., indemnity). 3. Charging Station. a. Installation. Upon execution of this Agreement, Licensor shall deliver possession of the License Premises to Licensee, and Licensee shall, at its sole cost and expense, construct the improvements described in and pursuant to the procedures set forth in Exhibit `B" attached and incorporated hereto. The design, make, model, and manufacturer of the Licensee charging stations and their number and approximate locations are specified in Exhibit `B". Licensee, at any time and for any reason during the term of this Agreement, may elect to upgrade, revise, alter, or swap any Charging Station installed in the Premises with similar equipment and with not increase in the size of the License Premises. b. Construction. Licensee is solely responsible for supervising the construction and installation of the Charging Station, and shall have control over construction, scheduling, and installation means, methods, techniques, sequences, and procedures, including the coordination of all work. Before commencing installation of the Charging Station at the License Premises, Licensee shall give a copy of the anticipated construction schedule and installation plans to Licensor for its approval, which approval shall not be unreasonably withheld, conditioned or delayed. No work will begin until plans have been approved by Licensor and all applicable permits and certifications have been obtained. Once approved, and after Licensee has provided Licensor with all necessary insurance certificates required by this Agreement, 291 Licensee will, at its sole cost and expense, oversee and manage the installation of the Charging Station, including the hiring and coordination of all vendors and contractors; the installation of electrical equipment, utility lines, hardware, and software; site preparation, trenching, repaving, and landscaping; and installation of all Licensee branded signage. Licensor shall allow Licensee and Licensee's agents to stage equipment in reasonable proximity to the License Premises to facilitate Licensee's construction at the Property; provided such staging shall not unreasonably interfere with Licensor's use of the Property. Upon prior written approval of Licensor through its Parks and Recreation Executive Officer or his/her successor, Licensee shall be permitted to reconfigure the existing parking spaces to meet the needs of Licensee and Licensee's end users. For the avoidance of doubt, reconfiguring of parking spaces shall include, among other things, the right to reduce the number of striped parking spaces, if necessary, to promote the efficient and legal use of the Charing Station. C. Permits. Licensee will, at its sole cost and expense, obtain from applicable governmental authorities all licenses, permits, or other approvals required to install the Charging Station, and Licensor will reasonably cooperate upon request with Licensee's efforts to do so. . Licensor will provide staffing support to meet with Licensee at the License Premises as needed, and cooperate generally with Licensee during the planning, permitting, and construction of the Charging Station. d. No Liens. Licensee will not permit or suffer any mechanic's or materialmen's or construction liens to attach to the License Premises as a result of the installation of the Charging Station. If such a lien attaches to the License Premises, Licensee shall remove such lien at Licensee's sole cost and expense, within twenty (20) days of Licensee receiving written notice thereof from Licensor. e. Ownership by Licensee. Licensee shall either own or have a valid leasehold interest in the Charging Station, and as such, as between Licensor and Licensee, the Charging Station shall remain the sole property of the Licensee at all times, and Licensee shall have the right to remove all or a portion of the Charging Station at any time during the term of this Agreement, whether or not the Charging Station is considered a fixture and attached to the License Premises under applicable laws. f. Char2in2 Station Definition. For purposes of this Agreement, "Charging Station" shall mean all electrical and mechanical equipment, hardware, and software installed by Licensee, electrical wiring and/or cabling, equipment infrastructure, Licensee's signage and all supporting equipment, including without limitation concrete pads, protective bollards, and, if elected to be constructed by Licensee, a canopy covering the Premises. g. Security. Licensee and its employees and vendors may perform security assessments and install (or add additional) reasonable security features at the License Premises, including, without limitation, lighting, and cameras. h. Ri2ht to Tow. Licensee retains the right to remove any vehicle from the License Premises at any time and for any reason at Licensee's sole cost, in accordance with applicable law. 4. Operation and Maintenance. Except as otherwise provided in this Agreement, Licensee will, at its sole cost and expense, maintain and operate (or cause to be maintained and operated via Licensee's contractors, agents and/or employees) the Charging Station, including making all necessary maintenance, repairs, and replacements. 292 Access. Licensee's customers, contractors, agents, and employees shall have free, unrestricted access to the License Premises while the Park is open. If Licensee needs access to the Park while it is closed, it will have to contact the Park Supervisor. 5. Right to Relocate. Should Licensor desire to relocate Licensee on the Property, Licensor may do so as provided in this Section 8. At Licensor's sole cost and expense reimbursable to Licensee, Licensor may require Licensee to relocate to other premises ("New Premises") within the Property. The New Premises will be reasonably comparable in location, proximity to the main entrance to the facility, size, visibility, and layout to the License Premises at Licensor's sole cost and expense, as the License Premises as of the date of Licensor's Notice (hereinafter defined). Licensor will reimburse Licensee all reasonable costs Licensee incurs to move Licensee's fixtures and equipment to the New Premises as well as costs incurred to secure new power at the New Premises. In the event Licensor elects to exercise the right of relocation, Licensor shall deliver written notice to Licensee identifying the location of the proposed New Premises at least one hundred twenty (120) days prior to the date that Licensee is required to relocate to the New Premises ("Licensor's Notice"). Licensee shall have no obligation to vacate the License Premises until the New Premises is commissioned and fully operational. 6. Signage. Licensee may paint, place, erect, or construct signage, marks, or advertising devices in, on, or about the License Premises, with prior written approve of Licensor through its Parks and Recreation Executive Officer or his/her successor. Licensee shall be responsible at its own cost and expense to obtain any and all permits necessary for the installation of its signs. All signage shall be in accordance with all laws, rules and ordinances. 7. Licensor Obligations regarding Prooerty/Premises. Licensor shall, at its sole cost and expense, take all actions necessary to maintain the License Premises in a clean, safe, and orderly condition consistent with Licensor standards throughout its Parks, including, without limitation, parking lot sweeping, parking lot snow and ice removal, parking lot repaving and restriping, and maintenance and repair of curbs, gutters and landscaping features. Licensor shall be liable for any damage caused to the License Premises, including each Charging Station, which may be caused, directly, by Licensor or its employees. To the extent Licensor has actual knowledge of vandalism, Licensor shall promptly notify Licensee. For the avoidance of doubt, Licensor shall be under no obligation to maintain the Charging Station, signage or any other equipment installed by Licensee within the Premises. However, if Licensor restripes the parking lot, inclusive of the License Premises, Licensor shall restripe the License Premises in a manner identical to Licensee's striping scheme in effect immediately prior to the restriping. 8. Utility Availabilitv. Licensee shall be responsible for all electricity costs of the Charging Station. Licensee shall, at its sole expense, ensure that the Charging Station contains separately -metered electricity with Licensee as the customer of record for such meter. Licensee may charge its end users for electrical usage if market conditions permit. Licensor shall cooperate with Licensee to obtain electricity and any other utilities necessary to operate the Charging Station; provided, however, that Licensor is not required to pay money to satisfy the requirements of the utility provider or Licensee associated with the provision of such utilities. Neither Licensor nor Licensee has any responsibility or liability for interruption, curtailment, failure, or defect in the supply or character of utilities furnished to facilities or equipment located at the License Premises, unless the cause of the interruption is covered by such party's indemnity provided for in Sections 23 and 24. 9. Taxes. Licensee is solely responsible for personal property taxes imposed on the Charging Station, and any other equipment installed by it at the Premises. 10. Ownership of Drawings and Other Documents. All documents prepared by or under the direction of Licensee pursuant to this Agreement, including, without limitation, drawings, plans, and specifications, including those in electronic format, are solely and exclusively owned by Licensee, and Licensee 293 retains all common law, statutory and other reserved rights, including the copyright. The parties agree between them that the Licensee has and retains ownership of all of such Licensee's Intellectual Property rights therein, and Licensor has no right, and shall not obtain any right, in any Licensee Intellectual Property. As used in this Agreement, "Intellectual Proberty" means all copyrights, patents, trademarks and service marks, names, logos, designs, domain names, charger station equipment names, all registrations for copyrights, patents, trademarks and service marks/names, domain names, trade secrets, know-how, and all unique concepts, information, data and knowledge that is eligible for legal protection under applicable laws as intellectual property, whether protected through confidentiality, registration or pending registration, regardless of form, whether disclosed in writing, electronically, orally or through visual means, whether learned or obtained orally, through observation, through the discharge of responsibilities under this Agreement, or through analysis of that information, data or knowledge. II. Publicity. Neither party will use the other parry's name, trademark or logo without such other party's prior written consent. If mutually agreed in writing, Licensee and Licensor may make general press releases and statements, hold press conferences, both through traditional and electronic media, including websites created by Licensee or other third parties, regarding the existence of the Charging Station and the status of the activities contemplated by this Agreement; provided that all such press releases and statements and press conferences shall be approved in advance by the Licensor and Licensee. Nothing herein shall be deemed to require Licensor's consent to Licensee's disclosure of the location of the Charging Station to the general public in any manner, including via an application to permit electric vehicle owners, users and lessees to locate places to charge their vehicles. Licensor shall disclose the location of the Charging Station to the general public as part of a standard Property site map and/or directory. 12. Licensor and Licensee Renresentations and Warrantiel. Each of Licensor and Licensee hereby represents and warrants to the other as of the Effective Date that: (a) it has all necessary power and authority to execute, deliver, and perform its obligations hereunder; (b) the execution, delivery, and performance of this Agreement have been duly authorized by all necessary action and do not violate any of the terms or conditions of its governing documents, any contract to which it is a party, or any law, rule, regulation, order, judgment, or other legal or regulatory determination applicable to it; (c) there is no pending or, to its knowledge, threatened litigation or administrative proceeding that may materially adversely affect its ability to perform this Agreement; (d) it is duly organized and validly existing under the laws of the jurisdiction of its organization or incorporation and, if relevant under such laws, in good standing; (e) this Agreement constitutes a legal, valid and binding obligation of such party, except as the enforceability of this Agreement may be limited by the effect of any applicable bankruptcy, insolvency, reorganization, moratorium or similar laws affecting creditors' rights generally and by general principles of equity; and (f) at all times during the Term, it will comply with all federal, state, and local laws, rules, regulations (including, without limitation, all zoning ordinances and building codes) in performing its obligations under this Agreement. 13. Licensor Covenants. Licensor covenants that it shall not take any action that would interrupt the use of the License Premises or the Charging Station. Licensor further represents, warrants and covenants that it has obtained any and all consents or approvals required in order for Licensor to enter into this Agreement and to perform its obligations under this Agreement, including, but not limited to, obtaining the consent of any holder of any lien, easement or encumbrance affecting or pertaining to the Property. 14. Licensee Insurance. 294 a. During the Term of this Agreement, Licensee shall maintain in full force and effect, at its cost and expense, the following coverages and amounts of insurance: i. Full replacement cost property Insurance (written on a "special form" basis) for the Charging Station and all other personal property, machinery, equipment and trade fixtures owned by Licensee; ii. Statutory Worker's Compensation Insurance, and Employer's Liability limits of $1,000,000.00 per accident/per employee; iii. Commercial General Liability Insurance, written on an occurrence basis, covering bodily injury (including death), personal injury, and property damage, with limits of not less than $1,000,000.00 per occurrence, that includes coverage for contractual liability, independent contractors, premises/operations, products/completed operations, and cross liabilities/separation of insureds; Licensee shall consider its own insurance primary, and shall not seek contribution from similar insurance being maintained by the Licensor. iv. Automobile Liability with a combined single limit of $1,000,000.00 that includes coverage for owned, non -owned and hired vehicles; and V. $5,000,000.00 in excess liability coverage per occurrence, for injuries, losses, claims for damages to persons or property occurring on the License Premises, and resulting from the use of the Charging Station, the occupancy of the License Premises and/or the negligence of Licensee and its agents, contractors, agents, employees or invitees, which coverage shall sit excess of the scheduled underlying General Liability, and Automobile Liability and Employer's Liability Insurance policies with exclusions that are no more broad that those contained in the underlying policies. b. With respect to Licensee's Commercial General Liability Insurance, Automobile Liability Insurance and Excess Liability Insurance, include Licensor as an additional insured with respect to liability arising out of the ownership, maintenance or use of the Charging Station or the Premises. C. Upon execution of this Agreement, Licensee shall provide Licensor with a certificate of insurance, evidencing the required coverages. Licensee shall have the right to "self insure" all or any portion of the foregoing insurance obligations. The right to self -insure is subject to the review of Licensee's financials and approval of Oakland County Risk Management. d. 15. Policv lZequirements. The insurance policies required under Sections 18 shall: a. be issued by insurance companies licensed to do business in the state in which the Property is located, with a general policyholder's ratings of at least "A-" and a financial rating of at least "Class VIII," in the most current Best's Insurance Reports available on the Commencement Date; if the Best's ratings are changed or discontinued, the parties shall agree to a comparable method of rating insurance companies; 295 b. contain provisions whereby each party's insurers waive all rights of subrogation against the other party on each of the coverages required herein. 16. Waiver. Anything in this Agreement to the contrary notwithstanding, to the extent covered by any property insurance maintained (or required to be maintained) hereunder, each party hereby waives every right or cause of action for any and all loss of, or damage to (whether or not such loss or damage is caused by the fault or negligence of the other party or anyone for whom said other party may be responsible) the Property, the License Premises, the Charging Station and/or the personal property of either party, or their respective affiliates, representatives, agents, officers, directors, managers, members, shareholders, partners, contractors, or employees, regardless of cause or origin. These waivers and releases shall apply between the parties and they shall also apply to any claims under or through either party as a result of any asserted right of subrogation. 17. Casualty and Condemnation. a. Damage. If the License Premises, any portion of the Charging Station or any portion of the Property that adversely affects the use of the Charging Station is damaged by fire or other casualty, then either Licensor or Licensee may, within thirty (30) days of the date of such fire or other casualty elect to terminate the Agreement on written notice to the other party. If Licensee elects to repair its property, it shall restore, rebuild, or replace those portions of the Charging Station in the License Premises and any other property damaged as a result of such fire or other casualty to its prior or better condition as necessary, and all property insurance proceeds of Licensor applicable to the License Premises shall be made available to Licensee in connection with such repair and restoration. If Licensee elects to terminate the Agreement, it shall remove all of Licensee's property from the License Premises in accordance with Section 5 of this Agreement. Any repair and restoration required by Licensee under this Section 22 shall commence within sixty (60) days of the date Licensee elects to repair and restore the License Premises and shall be completed no later than 120 days thereafter, if reasonably possible. b. Condemnation/Takin2. If any portion of the License Premises or Property is condemned or taken in any manner for a public or quasi -public use that could adversely affect the use of the Charging Station, then Licensee may elect to terminate this Agreement effective as of the date title to the condemned portion of the Property is transferred to the condemning authority. If Licensee does not elect to terminate, the parties will use commercially reasonable efforts to find an alternate location for the Charging Station elsewhere on the Property. The costs of the relocation of the Charging Station shall be paid by Licensee. Licensee may file a separate claim to the condemning authority for any relocation award made as a result of such condemnation; provided, however, in no event shall such claim reduce the Licensor's award related to the condemnation or taking. C. Suspension of Term. During any time that the Charging Station or any portion of the License Premises is under repair or being relocated pursuant to a casualty or condemnation, the Term shall be temporarily suspended on a day -for -day basis. 18. Licensee's Indemnitv. Licensee shall indemnify and hold harmless Licensor, its directors, employees, and agents from and against all third party claims, demands, causes of action, liabilities, costs, damages, losses, penalties, fines, judgments or expenses, including reasonable attorneys' fees and costs of collection (collectively, "Losses") that arise out of or result from the acts or omissions of Licensee, and it directors, officers, employees, or agents.t The obligations of Licensee under this Section shall survive the expiration, cancellation, or termination of this Agreement and Term. 296 19 20. Limitation of Licensor and Licensee LiabilitvX. In no event shall either party be liable (in contract or in tort, including negligence and strict liability) to such other parry or to such other party's affiliates or their respective representatives, agents, officers, directors, shareholders, partners or employees for any special, indirect, punitive or consequential damages relating to this Agreement. 21. Defa . Each of the following shall constitute an "Event of Default" by Licensor or Licensee, as applicable, under this Agreement: a. The failure by either Licensee or Licensor to perform or observe any material term or condition of this Agreement and such failure continues for a period of thirty (30) days after receipt of written notice thereof, provided however, that if the nature of such default is such that the same cannot be reasonably cured within said thirty (30) day period, then Licensee or Licensor, as applicable, shall have such additional time as is reasonably required to cure such failure, provided, Licensee or Licensor commences to cure such failure within such 30 day period and proceeds to cure such failure with diligence and continuity; or b. The appointment of a receiver or trustee to take possession of all or substantially all of the assets of Licensee or Licensor located at the License Premises if possession is not restored to Licensee or Licensor, as applicable, within sixty (60) days; or a general assignment by Licensee or Licensor for the benefit of creditors; or any action or proceeding commenced by or against Licensee or Licensor under any insolvency or bankruptcy act; or under any other statute or regulation having as its purpose the protection of creditors and in the case of involuntary actions filed against the Licensee or Licensor the same are not discharged within 60 days after the date of commencement. 22. Remedies. Licensor and Licensee acknowledge and agree that each party shall have all remedies available at law or in equity if the other party is in default under the terms of this Agreement. If an Event of Default has occurred and is continuing beyond any applicable cure period, then Licensor or Licensee, as applicable, in addition to any other remedies given at law or in equity may (a) bring an action to recover and regain possession of said License Premises in the manner provided by the laws of eviction of the State where the License Premises are located then in effect, or (b) seek damages for breach of this Agreement. The provisions of this Section 27 are subject to the limitations set forth in Section 25. 23. Brokers. In the event Licensor or Licensee utilizes a broker in connection with this transaction, the party that is responsible for engaging such broker shall indemnify and hold harmless the other party for any commissions and/or fees due or owing. The payment of any such commission and/or fee shall be the subject of a separate, independent agreement between such party and the broker. 24. Survival of Covenants. The covenants, representations and agreements of Sections 13, 14, 21, 23, 24, 25, and 29 shall survive the expiration, termination or cancellation of this Agreement, regardless of reason. 25. Notice. Any notice provided or permitted to be given under this Agreement must be in writing and be served either by (i) deposit in the mail, addressed to the party to be notified, postage prepaid, and registered or certified, with a return receipt requested, or (ii) deposit with an internationally -recognized overnight delivery carrier, with notice of delivery to the recipient party. Notice given by registered or certified mail or overnight 297 carrier shall be deemed delivered and effective on the date of delivery shown on the return receipt or proof of receipt. For purposes of notice the addresses of the parties shall be as follows: If to Licensee: Electrify America, LLC 2003 Edmund Halley Drive, Suite 200 Reston, Virginia 20191 Attention: Christina Slayton With a copy to (which shall not constitute notice): Electrify America, LLC 2003 Edmund Halley Drive, Suite 200 Reston, Virginia 20191 Attention: Emily Durham, Esq. If to Licensor: Oakland County Parks and Recreation Attn: Executive Officer 2800 Watkins Lake Road Waterford, MI 48328 Each party may change its address for notice by giving notice thereof to the other party. 26. Assignment. This Agreement is binding on and inures to the benefit of the parties and their respective heirs, successors, assigns, and personal representatives. Neither party may assign its rights and obligations in and under this Agreement without first obtaining prior written consent of the other party, which may be withheld in such party's sole discretion; provided, however, that either party may assign its rights and obligations in and under the Agreement to an affiliate, subsidiary or successor by merger or acquisition or successor to all or substantially all of the assets of such party at any time and without consent. Further, Licensor expressly agrees that Licensee may, at any time and without prior written consent, assign this Agreement in its entirety to FCA US LLC ("FCA"), upon the assumption of which Electrify America will have no further rights, obligations, or liabilities except for those obligations which arose prior to the assignment and assumption of this Agreement. A copy of such assignment and assumption will be provided to Licensor 27. Miscellaneous a. Force Mai eure. Neither parry is responsible for any delay or failure in performance of any part of this Agreement to the extent that delay or failure is caused by fire, flood, explosion, war, pandemic, embargo, government requirement, civil or military authority, act of God, act or omission of carriers or other similar causes beyond the party's control. b. Governing Law. This Agreement shall be governed by and interpreted in accordance with the internal laws of the State in which the License Premises is located without giving effect to conflict of law rules. C. 298 d. No Waiver. The failure of a party to insist on strict performance of any provision of the Agreement does not constitute a waiver of, or estoppel against asserting, the right to require performance in the future. A waiver or estoppel given in any one instance does not constitute a waiver or estoppel with respect to a later obligation or breach. e. No Third Party Beneficiaries. This Agreement does not confer any rights or remedies on any person other than the parties and their respective successors and permitted assigns, provided that FCA shall be deemed a third -party beneficiary of this Agreement. f. Remedies. The rights and remedies provided by this Agreement are cumulative, and the use of any right or remedy by any party does not preclude or waive its right to use any or all other remedies. These rights and remedies are given in addition to any other rights a party may have under applicable law, in equity or otherwise, subject to the provisions of Section 25. g. Severability. If any term of this Agreement is held by any court of competent jurisdiction to contravene, or to be invalid under, the laws of any political body having jurisdiction over this subject matter, that contravention or invalidity shall not invalidate the entire Agreement. Instead, this Agreement shall be construed as reformed to the extent necessary to render valid the particular provision or provisions held to be invalid, consistent with the original intent of that provision and the rights and obligations of the parties shall be construed and enforced accordingly, and this Agreement shall remain in full force and effect as reformed. h. Integration; Amendments. It is agreed and understood that this Agreement contains all agreements, promises and understandings between the parties, and that there are no verbal or oral agreements, promises or understandings between the parties. Any amendment, modification or other change to this Agreement shall be ineffective unless made in a writing signed by the parties hereto. i. Counterpart/Electronic Execution. This Agreement may be executed in any number of counterparts with the same effect as if all the parties had signed the same document; all counterparts shall be construed together and shall constitute one and the same instrument. The delivery of an executed counterpart to this Agreement by electronic means (including via email) shall be as effective as the delivery of a manually executed counterpart. Time is of the Essence. Time is of the essence in this Agreement. In witness whereof, the parties hereto execute this Agreement as of the date first above written. LICENSOR: LICENSEE: ELECTRIFY AMERICA, LLC By: By: Name: Name: Giovanni Palazzo Title: Title: President & Chief Executive Officer 299 By: Name: Gregory A. Crossley Title: Chief Financial Officer 300 Site Host Agreement EXHIBIT A PROPERTY —LICENSES PREMISES 301 Electrify America Oakland County Parks and Recreation License Agreement — Charging Station Location Map Southern portion of Dixie Ledge Parking Lot L f `1 °*..MT� H OLLYqrS KI AND B ARD RE 4'# SNOW O SORT ^V 1 \ . Charging Station 3;.. THE — Location •. TROUBLES .. ..... ............. . _. .. 4 O A.E r �+ < � • .'� y E , T �\\ \ s r } •9�i , •P L •,.•' 7 .1 �l 4rL E ...... �•� •CdI g44 •BAD •••.................. fir. -= Y ® - THE BORDERti. 4 e ' H O L L Y OAKS ORV PARK Y F A R T w o 302 Site Host Agreement EXHIBIT B PREMISES 303 SEPTEMBER 1, 2021 AGENDA ITEM NO. 17 PLANNING AND RESOURCE DEVELOPMENT To: Chairman McGillivray and Commission Members From: Susan M. Wells, Interim Executive Officer Melissa Prowse, Supervisor Planning and Resource Development Sarah Cook-Maylen, Natural Resources Coordinator Subject: Motion - Approval of Oakland County Stormwater Engineering Design Standards INTRODUCTION AND HISTORY Oakland County Parks and Recreation (OCPR) is required by law to manage stormwater runoff from parklands and prevent pollution to local streams and lakes. The Clean Water Act mandates that discharge of stormwater from a conveyance system — like a pipe, ditch, or channel - to tributaries of navigable waters must be done according to a National Pollutant Discharge Elimination System (NPDES) Phase II permit obtained from the US Environmental Protection Agency and the Michigan Department of Environment, Great Lakes and Energy. The Oakland County Water Resources Commissioner's Office (WRC) holds the NPDES Phase II permit for Oakland County properties and OCPR Natural Resources Management staff coordinate with WRC to implement permit requirements and best management practices, track and monitor required stormwater infrastructure within the parks, and provide necessary data and information for reporting purposes. WRC has been working to develop an updated NPDES Phase II permit and as part of that process, developed new Stormwater Engineering Design Standards in coordination with the Regional Stormwater Standards Coordination Committee consisting of stormwater experts from Oakland, Macomb, Wayne, and Livingston Counties. The standards impact water quality, water volume and flood control including, but not limited to, specific standards for Channel Protection Volume Control (Infiltration), Channel Protection Rate Control (Extended Detention), and Operations and Maintenance. These standards will apply to development and re- development projects that are greater than one acre in size and will not require retrofitting of existing infrastructure or changes to existing parks maintenance practices. ATTACHMENTS • Memorandum for Adoption of Oakland County Stormwater Engineering Design Standards for County Properties • Oakland County Final Phase II NPDES Permit • Oakland County Stormwater Engineering Design Standards STAFF RECOMMENDATION Staff recommends approval of the Oakland County -wide Stormwater Engineering Design Standards as submitted by the Water Resources Commissioner's Office and for the Chairperson to sign the attached Memorandum for Adoption of Oakland County Stormwater Engineering Design Standards for County Properties. MOTION Move to approve the Oakland County -wide Stormwater Engineering Design Standards as submitted by the Water Resources Commissioner's Office and for the Chairperson to sign the attached Memorandum for Adoption of Oakland County Stormwater Engineering Design Standards for County Properties. 304 OAKLAND COUNTY MEMORANDUM WATER RESOURCES COMMISSIONER TO: Gary McGillivray, Chairman Oakland County Parks and Recreation Commission FROM: Lynne Seymour, P.E., Assistant Chief Engineer SUBJECT: Adoption of Oakland County Stormwater Engineering Design Standards for County Properties DATE: August 3, 2021 The Oakland County Water Resources Commissioner's office has developed the attached Stormwater Engineering Design Standards in coordination with the Regional Stormwater Standards Coordination Committee consisting of stormwater experts from Oakland, Macomb, Wayne and Livingston Counties. This office has facilitated more than 40 committee meetings and continues to meet regularly to share progress, discuss issues and work toward consistent implementation of regional stormwater standards that protect our water resources. Adoption of these standards is necessary to meet federal Municipal Separate Storm Sewer System (MS4) permit requirements as outlined in Oakland County's current permit for county -owned or - operated separate stormwater systems. The standards include new stormwater management requirements for Channel Protection Volume Control (Infiltration), Channel Protection Rate Control (Extended Detention), Water Quality Control, Operations and Maintenance and Detention and Flood Control. The attached stormwater standards are recommended for adoption with implementation on county Parks' properties commencing on August 31, 2021. These standards will continue to evolve as our stormwater expert team from our partner counties continue to meet and refine them as necessary. Any significant changes to these standards will be approved for adoption prior to implementation. Recommended Action: Approve and adopt the attached Oakland County Stormwater Engineering Design Standards for all Municipal Separate Storm Sewer Systems on County Parks' properties with implementation commencing on August 31, 2021. Approved By: Gary McGillivray, Chairman Date Oakland County Parks and Recreation Commission 305 PERMIT NO. M10060089 STATE � o I HIGAN DEPARTMENT OF ENVIRON REAT LAKES, AND ENERGY n tR C`LMSpG AUTHORIZATION TO CHARGE UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provisions of the Federal Water Pollution Control Act (33 U.S.C. 1251 et seq., as amended; the "Federal Act"); Part 31, Water Resources Protection, of the Natural Resources and Environmental Protection Act, 1994 PA 451, as amended (NREPA); Part 41, Sewerage Systems, of the NREPA; and Michigan Executive Order 2019-06, Oakland County Water Resources Commissioner's Office One Public Works Drive, Building 95 West Waterford, MI 48328 is authorized to discharge from the Municipal Separate Storm Sewer System (MS4) designated as Oakland CDC MS4 to surface waters of the state of Michigan in accordance with effluent limitations, monitoring requirements, and other conditions set forth in this permit. This permit takes effect on January 1, 2021. This permit is based on a complete application submitted on March 24, 2008, as amended through July 16, 2020. The provisions of this permit are severable. After notice and opportunity for a hearing, this permit may be modified, suspended, or revoked in whole or in part during its term in accordance with applicable laws and rules. On its effective date this permit shall supersede Certificate of Coverage No. MIG610042, issued on December 16, 2003, which is hereby revoked upon the effective date of this permit. This permit and the authorization to discharge shall expire at midnight, October 1, 2023. In order to receive authorization to discharge beyond the date of expiration, the permittee shall submit an application which contains such information, forms, and fees as are required by the Department of Environment, Great Lakes, and Energy (Department) by April 4, 2023. Issued: November 12. 2020. Oriqinal siqned by Christine Alexander Christine Alexander, Manager Permits Section Water Resources Division PERMIT NO. M10060089 Page 2 of 34 PERMIT FEE REQUIREMENTS In accordance with Section 324.3118 of the NREPA, the permittee shall make payment of an annual storm water fee to the Department for each January 1 the permit is in effect regardless of occurrence of discharge. The permittee shall submit the fee in response to the Department's annual notice. Payment may be made electronically via the Department's MiWaters system. The MiWaters website is located at https://miwaters.deq.state.mi.us. Payment shall be submitted or postmarked by March 15 for notices mailed by February 1. Payment shall be submitted or postmarked no later than 45 days after receiving the notice for notices mailed after February 1. Annual Permit Fee Classification: Municipal Storm Water — County CONTACT INFORMATION Unless specified otherwise, all contact with the Department required by this permit shall be made to the Warren District Office of the Water Resources Division. The Warren District Office is located at 27700 Donald Court, Warren, MI 48092-2793, Telephone: 586-753-3700, Fax: 586-751-4690. CONTESTED CASE INFORMATION Any person who is aggrieved by this permit may file a sworn petition with the Michigan Administrative Hearing System within the Michigan Department of Licensing and Regulatory Affairs, c/o the Michigan Department of Environment, Great Lakes, and Energy, setting forth the conditions of the permit which are being challenged and specifying the grounds for the challenge. The Department of Licensing and Regulatory Affairs may reject any petition filed more than 60 days after issuance as being untimely. 307 PERMIT NO. M10060089 Page 3 of 34 PART Section A. Limitations and Monitoring Requirements 1. Authorized Discharges a. Authorized Outfalls and Points of Discharge This permit authorizes the discharge of storm water from the permittee's MS4 to the surface waters of the state via the outfalls and points of discharge identified in the permittee's application and as modified in accordance with this permit. Such discharges shall be controlled and monitored by the permittee in accordance with this permit. Nested MS4 Discharges This permit authorizes the discharge of storm water to surface waters of the state from a nested MS4 owned or operated by public bodies that include, but are not limited to, public school districts; public universities; airports; or county, state, or federal agencies. The permittee may request to modify permit coverage to add or remove a nested MS4 by submitting a request to the Department for approval. Modifications to the permit coverage may result in a permit modification, after opportunity for public comment. C. Discharges Authorized Under Other National Pollutant Discharge Elimination System (NPDES) Permits This permit does not prohibit the use of an MS4 for other discharges authorized under other NPDES permits, or equivalent Department approval under the NREPA or the Federal Act. d. Water Quality Requirements Discharges from the permittee's MS4 shall not cause or contribute to an exceedance of water quality standards in the receiving waters. This includes, but is not limited to, the requirement set forth in R 323.1050 of the Water Quality Standards stating that the receiving waters shall not have any of the following unnatural physical properties as a result of the discharge, in quantities which are or may become injurious to any designated use: turbidity, color, oil films, floating solids, foams, settleable solids, suspended solids, or deposits. 2. Outfall or Point of Discharge Identified, Constructed, or Installed After Permit Issuance a. Outfall or Point of Discharge Within the Permittee's Regulated Area Authorization from the Department is required to discharge storm water to a surface water of the state from a permittee owned or operated outfall or point of discharge identified, constructed, or installed after issuance but during the term of this permit and located within the permittee's regulated area as identified in the application. For each outfall or point of discharge identified, constructed, or installed after issuance but during the term of this permit, the permittee shall request authorization to discharge storm water by providing the following to the Department in a written request: 1) whether the discharge is from an outfall or point of discharge; 2) the outfall or point of discharge identification number assigned by the permittee; 3) the surface water of the state receiving the discharge from the outfall or point of discharge; 4) a certification statement that the outfall or point of discharge is within the permittee's regulated area as identified in the application; 5) a certification statement that the previously approved Storm Water Management Program (Part I.A.3. of this permit) includes best management practices (BMPs) to comply with the minimum requirements of the permit for the outfall or point of discharge; and 308 PERMIT NO. M10060089 Page 4 of 34 PART Section A. Limitations and Monitoring Requirements 6) a certification statement that the previously approved Storm Water Management Program (Part I.A.3. of this permit) is being implemented in the regulated area served by the outfall or point of discharge, including having available an up-to-date storm sewer system map required in Part I.A.3.d.1) of this permit. Outfall or Point of Discharge Outside the Permittee's Regulated Area Authorization from the Department is required to discharge storm water to a surface water of the state from a permittee owned or operated outfall or point of discharge identified, constructed, or installed after issuance but during the term of this permit and located outside the permittee's regulated area as identified in the application (e.g., area served by an expanded MS4 or area previously served by a combined sewer system that is now separated). For each outfall or point of discharge identified, constructed, or installed after issuance but during the term of this permit, the permittee shall request authorization to discharge storm water by providing the following to the Department in a written request: 1) whether the discharge is from an outfall or point of discharge; 2) the outfall or point of discharge identification number assigned by the permittee; 3) the surface water of the state receiving the discharge from the outfall or point of discharge; 4) a map identifying the expanded regulated area served by the permittee's MS4; 5) a certification statement that the previously approved Storm Water Management Program (Part I.A.3. of this permit) includes BMPs to comply with the minimum requirements of the permit for the outfall or point of discharge and expanded regulated area; and 6) a certification statement that the previously approved Storm Water Management Program (Part I.A.3. of this permit) is being implemented in the expanded regulated area served by the outfall or point of discharge, including having available an up-to-date storm sewer system map as required in Part I.A.3.d.1) of this permit. C. Upon review of the request to authorize the discharge from an outfall or point of discharge identified, constructed, or installed after issuance but during the term of this permit in accordance with Part I.A.2.a. or Part I.A.2.b. of this permit, the Department may determine that a permit modification is required, after opportunity for public comment. The Department will notify the permittee if a modification is required. 3. Storm Water Management Program (SWMP) The permittee submitted a SWMP with its application for an NPDES permit. The SWMP is approved as submitted. The permittee shall implement the approved SWMP to comply with the minimum requirements identified in this permit. The SWMP shall cover the regulated area served by, or otherwise contributing to discharges from, the MS4 owned or operated by the permittee identified in the application. The permittee shall implement and enforce the SWMP to reduce the discharge of pollutants from the MS4 to the maximum extent practicable, to protect water quality, and to satisfy the appropriate water quality requirements of the NREPA and the Federal Act. The approved SWMP is an enforceable part of this permit and any Department approved modifications made to the SWMP shall also become enforceable parts of this permit. a. Enforcement Response Procedure (ERP) The permittee shall implement the ERP for violations of the permittee's ordinances or regulatory mechanisms identified in the SWMP to the maximum extent practicable. The ERP shall be implemented to compel compliance with the permittee's ordinances and/or regulatory mechanisms and to deter continuing violations. 309 PERMIT NO. M10060089 Page 5 of 34 PART Section A. Limitations and Monitoring Requirements The permittee shall track and document all enforcement conducted pursuant to the permittee's ERP. At a minimum, the permittee shall track and document the following: the name of the person responsible for violating the permittee's ordinance or regulatory mechanism; the date and location of the violation; a description of the violation; a description of the enforcement response used; a schedule for returning to compliance; and the date the violation was resolved. Public Participation/Involvement Program (PPP) The permittee shall implement the PPP to encourage public participation/involvement in the implementation and periodic review of the SWMP to the maximum extent practicable. The permittee shall implement the PPP as part of the SWMP. The permittee has chosen to work collaboratively with watershed or regional partners to implement the PPP or part of the PPP, therefore each permittee working collaboratively is responsible for complying with the PPP as described in the SWMP. The PPP requires implementation of the following minimum requirements: 1) The procedure for making the SWMP available for public inspection and comment, including complying with local public notice requirements, as appropriate; and 2) The procedure for inviting public participation and involvement in the implementation and periodic review of the SWMP. C. Public Education Program (PEP) The permittee shall implement the PEP as part of the SWMP to the maximum extent practicable. At the minimum, the PEP shall promote, publicize, and facilitate education for the purpose of encouraging the public to reduce the discharge of pollutants in storm water runoff. The PEP shall be implemented to achieve measurable improvements in the public's understanding of storm water pollution and efforts to reduce the impacts of storm water pollution. The PEP requires implementation of the following minimum requirements: 1) BMPs to address the following PEP topics: (a) Promote public responsibility and stewardship in the permittee's watershed. (b) Inform and educate the public about the connection of the MS4 to area waterbodies and the potential impacts discharges can have on surface waters of the state. (c) Educate the public on illicit discharges and promote public reporting on illicit discharges and improper disposal of materials into the MS4. (d) Promote preferred cleaning materials and procedures for car, pavement, and power washing. (e) Inform and educate the public on proper application and disposal of pesticides, herbicides, and fertilizers. (f) Promote proper disposal practices for grass clippings, leaf litter, and animal wastes that may enter into the MS4. (g) Identify and promote the availability, location, and requirements of facilities for collection or disposal of household hazardous wastes, travel trailer sanitary wastes, chemicals, and motor vehicle fluids. (h) Inform and educate the public on proper septic system care and maintenance, and how to recognize system failure. 310 PERMIT NO. M10060089 Page 6 of 34 PART Section A. Limitations and Monitoring Requirements (i) Educate the public on, and promote the benefits of, green infrastructure and Low Impact Development. (j) Identify and educate commercial, industrial, and institutional entities likely to contribute pollutants to storm water runoff. 2) The procedure for determining the overall effectiveness of implementation and the process for modifying the PEP to address ineffective implementation. The Department may determine that a permit modification is required, after opportunity for public comment, based on modifications to the PEP. The Department will notify the permittee if a modification is required. d. Illicit Discharge Elimination Program (IDEP) The permittee shall implement and enforce the IDEP to detect and eliminate illicit discharges and connections to the permittee's MS4. The permittee shall implement the IDEP as part of the SWMP to the maximum extent practicable. The permittee has chosen to work collaboratively with watershed or regional partners to implement the IDEP or part of the IDEP, therefore each permittee working collaboratively is responsible for complying with the IDEP as described in the SWMP. The IDEP requires implementation of the following minimum requirements: 1) An available, up-to-date storm sewer system map identifying the following: the storm sewer system, location of all outfalls and points of discharge the permittee owns or operates in the regulated area, and the names and location of all surface waters of the state that receive discharges from the permittee's MS4. The map shall be retained by the permittee and made available to the Department upon request. The map shall be maintained and updated as outfalls and points of discharge are identified, constructed, and installed in accordance with Part I.A.2. of this permit. 2) The plan to detect and eliminate non -storm water discharges to the permittee's MS4, including illegal dumping/spills. The plan includes the following: a) A procedure for identifying priority areas for field observations. The permittee shall conduct field observations in accordance with the procedure identifying the priority area(s) developed as part of the IDEP. b) A procedure for conducting field observations, field screening, and source investigations. The permittee shall conduct a field observation in accordance with the procedure during dry -weather at least once during the term of the permit. Field screening and source investigation shall be conducted in accordance with the schedule in the procedure. Field observations, field screening, and source investigations shall include the following: (1) Field Observation — The permittee shall observe the outfall or point of discharge for the following during dry -weather in accordance with the procedure: presence/absence of flow, water clarity, color, odor, floatable materials, deposits/stains on the discharge structure and bank, vegetation condition, structural condition, and biology (e.g. bacterial sheens, algae, and slimes). (2) Field Screening — If flow is observed at an outfall or point of discharge, the permittee shall analyze the flow for the indicator parameters identified in the procedure. If the source of an illicit discharge is identified during the field observation, field screening may not be necessary. 311 PERMIT NO. M10060089 Page 7 of 34 PART Section A. Limitations and Monitoring Requirements (3) Source Investigation — If the source of the illicit discharge was not identified by the field screening, the permittee shall conduct an investigation to identify the source in accordance with the procedure. If the permittee opts to use tracer dyes, the discharge of the dyes shall be authorized in accordance with Part I.A.6. of this permit. If the permittee is made aware of non -storm water discharges outside the priority areas, illegal dumping/spills, or complaints received, the permittee shall conduct field observations and follow-up field screening and source investigations as appropriate in accordance with the procedure, including the schedule, in the IDEP. The permittee shall immediately report any release of any polluting material which occurs to the surface waters or groundwaters of the state in accordance with Part II.C.7. of this permit. c) A procedure for responding to illicit discharges and pursuing enforcement action. The permittee shall implement the procedure to respond and pursue enforcement action once the source of the illicit discharge is identified, including the corrective action required to eliminate the illicit discharge. The permittee shall also implement the procedure to respond to illegal spills/dumping. For each illicit discharge not eliminated within 90 days of its discovery, the permittee shall provide, with the next progress report due, a written certification that the illicit discharge was eliminated or a description of how the illicit discharge will be eliminated. 3) The employee training program, which includes the following: a) Training on techniques for identifying illicit discharges and connections, including field observations, field screening, and source investigations; b) Training on procedures for reporting, responding to, and eliminating an illicit discharge or connection and the proper enforcement response; and c) A schedule and requirement for training at least once during the term of the permit for existing staff and within the first vear of hire for new staff. 4) The procedure for IDEP evaluation and determining the overall effectiveness of the IDEP. e. Construction Storm Water Runoff Control Program The permittee shall implement the construction storm water runoff control program to address areas of construction activity that disturb one (1) or more acres, including projects less than one (1) acre that are part of a larger common plan of development or sale. The permittee shall implement the construction storm water runoff control program as part of the SWMP to the maximum extent practicable. The construction storm water runoff control program requires implementation of the following minimum requirements: 1) The procedure to notify the Part 91 Agency, or appropriate staff (if the permittee is a Part 91 Agency), when soil or sediment is discharged to the permittee's MS4 from a construction activity. 2) The procedure to notify the Department when soil, sediment, or other pollutants are discharged to the permittee's MS4 from a construction activity. 3) The procedure for ensuring that construction activity one (1) acre or greater in total earth disturbance with the potential to discharge to the permittee's MS4 obtains a Part 91 permit or is conducted by an approved Authorized Public Agency, as appropriate. 4) The procedure to advise the landowner or recorded easement holder of the State of Michigan Permit by Rule (R 323.2190 of the Part 21 Rules promulgated pursuant to Part 31 of the NREPA). 312 PERMIT NO. M10060089 Page 8 of 34 PART Section A. Limitations and Monitoring Requirements Post -Construction Storm Water Runoff Program The permittee shall implement and enforce the program to address post -construction storm water runoff from new development and redevelopment projects that disturb one (1) or more acres, including projects less than one (1) acre that are part of a larger common plan of development or sale, and that discharge into the permittee's MS4. The permittee shall implement and enforce the post -construction storm water control program as part of the SWMP, to the maximum extent practicable and in accordance with the approved ordinance or regulatory mechanism. 1) On or before March 1, 2021, the permittee shall submit to the Department for approval an in - effect Post -Construction Storm Water Control regulatory mechanism to achieve the post -construction storm water runoff performance standards set forth in a) and b) below at the project site (including projects where the permittee is the project developer). Upon Department approval of the in -effect regulatory mechanism, the permittee shall implement and enforce the regulatory mechanism requiring implementation of BMPs by the project developer (including the permittee if the permittee is the project developer) to achieve the post -construction storm water runoff performance standards at the project site to the maximum extent practicable. a) Water Quality Control Performance Standard Treat the post -development runoff volume generated from a 1.0-inch rainfall event. BMPs shall be designed on a site -specific basis to achieve a minimum of 80 percent removal of total suspended solids (TSS) as compared with uncontrolled runoff or a discharge concentration of TSS not to exceed 80 milligrams per liter (mg/1). b) Channel Protection Control Performance Standard (CPC) The CPC shall be implemented to limit the surface runoff rate and volume at the project site to maintain or restore stable hydrology in receiving waters. An alternative CPC was approved as part of the SWMP. The alternative CPC requires implementation of the following at the project site to the maximum extent practicable: (1) Channel Protection Volume Control (CPVC): Retain onsite the post - development runoff volume from a 1.3-inch rainfall event, and (2) Channel Protection Rate Control (CPRC): Provide extended detention for the post -development runoff volume from a 1.9-inch rainfall event. On or before April 1, 2022 and on or before April 1 of each vear following, as part of the approved alternative, the permittee shall submit an annual report to the Department for the previous calendar year documenting the results of implementing the alternative CPC within the regulated area. The annual report shall tabulate the following for each development or redevelopment project subject to the permittee's alternative CPC (including projects where the permittee is the project developer) and provide an overall summary for each reporting line: (1) Change in impervious area, pervious area by cover type, and total area by site. (2) CPVC volume provided at the site. (3) Difference between required and provided CPVC volume by site. (4) Percent of site in each Hydrologic Soil Group (Type A, B, C. D). (5) Site location in geographic information system (GIS) polygon format. (6) Site outfalls and points of discharge in GIS point format. 313 PERMIT NO. M10060089 Page 9 of 34 PART Section A. Limitations and Monitoring Requirements (7) Site MS4 outfall drainage area in GIS polygon format, including any offsite drainage that passes through the outfall or points of discharge. (8) CPRC volume provided at the site. (9) Difference between required and provided CPRC volume by site. The Department will provide a written determination to the permittee based on the review of each progress report. The permittee shall submit available documentation to support implementation of the alternative CPC, such as approved project plans, upon request. The permittee may submit information to support implementation of the alternative CPC in addition to the reporting requirements above as part of the progress report. The alternative CPC approval is limited to the permit term. The results from the annual reports will be evaluated as part of permit reissuance using methods agreed to by the permittee and the Department, which may result in an updated alternative CPC. A modification to the alternative CPC during the permit term will result in a permit modification after opportunity for public comment. 2) The permittee shall implement and enforce the following site -specific requirements as part of meeting the post -construction storm water runoff performance standards set forth in a) and b), above: a) The procedure for reviewing the use of infiltration BMPs to achieve the performance standards in areas of soil or groundwater contamination in a manner that does not exacerbate existing conditions. b) The ordinance or regulatory mechanism requiring BMPs to address the associated pollutants in potential hot spots as part of meeting the performance standards. Hot spots include areas with the potential for significant pollutant loading including, but not limited to, the following: gas stations; vehicle maintenance and repair; auto recyclers; recycling centers and scrap yards; landfills; solid waste facilities; and railroads. Hot spots also include areas with the potential for contaminating public water supply intakes. 3) All structural and vegetative BMPs installed and implemented to meet the performance standards shall be operated and maintained in perpetuity by the BMP owner/operator. The permittee shall implement and enforce the ordinance or regulatory mechanism program to ensure long-term operation and maintenance of BMPs. 4) The ordinance or regulatory mechanism and procedures for site plan review and approval for projects that disturb one (1) or more acres, including projects less than one (1) acre that are part of a larger common plan of development or sale, and discharge to the permittee's MS4, including projects where the permittee is the developer. The site plan review and approval shall demonstrate compliance with the performance standards and long-term operation and maintenance requirements of this permit. g. Pollution Prevention and Good Housekeeping Activities for Municipal Operations The permittee shall implement the pollution prevention and good housekeeping program with the goal of preventing or reducing pollutant runoff from municipal facilities and operations that discharge storm water to surface waters of the state. The permittee shall implement the program as part of the SWMP to the maximum extent practicable. 314 PERMIT NO. M10060089 Page 10 of 34 PART Section A. Limitations and Monitoring Requirements 1) Municipal Facility and Structural Storm Water Control Inventory The permittee shall make available to the Department upon request an up-to-date map or maps of the facilities and structural storm water controls owned or operated by the permittee with a discharge to surface waters of the state in the regulated area. In accordance with the procedure for updating and revising the permittee's facility inventory and map(s), the permittee shall submit to the Department the type and location for any new facility obtained or constructed during this permit term with a discharge of storm water to surface waters of the state and the information requested in Part I.A.2. of the permit. 2) Facility -Specific Storm Water Management The permittee shall implement the facility -specific standard operating procedure (SOP) for each facility the permittee identified as having the high potential to discharge pollutants to surface waters of the state. The permittee shall implement the BMPs identified in the procedure to prevent or reduce pollutant runoff at each facility the permittee identified as having the medium or low potential to discharge pollutants to surface waters of the state. The permittee shall assess new facilities for the potential to discharge pollutants to surface waters of the state in accordance with the procedure to determine a priority level. High -priority facilities shall include permittee-owned or operated fleet maintenance and storage yards unless a demonstration is submitted and approved by the Department demonstrating how the permittee's fleet maintenance or storage yard has the low potential to discharge pollutants to surface waters of the state. The assessment shall be submitted in writing to the Department for approval within 30 days of ownership or operation of the new facility. The permittee shall certify in writing to the Department that a facility -specific SOP is being implemented within 90 days of ownership or operation of a new high -priority facility. Within 90 days of ownership or operation, the permittee shall certify in writing to the Department that BMPs are being implemented in accordance with the procedure developed to prevent or reduce pollutant runoff at each new medium- or low -priority facility. For new facilities, the Department may determine that a permit modification is required, after opportunity for public comment. The Department will notify the permittee if a modification is required. The permittee shall document all other changes to the facility assessment as part of the progress report and as an update to the procedure. The facility -specific SOP shall be kept at the site described in the SOP and made available upon request by the Department. The facility -specific SOP for each high -priority facility shall include implementation of the following. a) Structural and non-structural storm water controls to prevent or reduce the discharge of pollutants to surface waters of the state. b) Up-to-date list of significant materials stored on -site that could pollute storm water with a description of the handling and storage requirements and potential to discharge for each significant material. c) Good housekeeping practices including, but not limited to, maintaining a clean and orderly facility, properly storing and covering materials, and minimizing pollutant sources to prevent or reduce pollutant runoff. d) Routine maintenance and inspections of storm water management and control devices to ensure materials and equipment are clean and orderly and prevent or reduce pollutant runoff. The written report of the inspection and corrective actions shall be retained in accordance with Part II.B.5. of this permit. e) Comprehensive site inspections at least once every six (6) months. The comprehensive site inspection shall include an inspection of all structural storm water controls and a review of non-structural storm water controls to prevent or reduce pollutant runoff. A written report of the inspection and corrective actions shall be retained in accordance with Part II.B.5. of this permit. 315 PERMIT NO. M10060089 Page 11 of 34 PART Section A. Limitations and Monitoring Requirements 3) Structural Storm Water Control Operation and Maintenance Activities a) The permittee shall implement the procedures for inspecting, cleaning, and maintaining permittee-owned or operated catch basins in the regulated area using the priority level assigned to each catch basin. The permittee shall document changes to the priority level for a catch basin as part of the progress report and as an update to the procedure. The permittee shall also implement the procedure for dewatering and disposal of materials extracted from the catch basins in accordance with Part 111 (Hazardous Waste), Part 115 (Solid Waste), and Part 121 (Liquid Industrial Waste) of the NREPA. b) The permittee shall implement the procedure for inspecting and maintaining permittee- owned or operated structural storm water controls other than catch basins in the regulated area. The permittee shall document changes to the procedure as part of the progress report and as an update to the procedure. c) The permittee shall implement the procedure requiring that new permittee-owned or operated facilities or structural storm water controls to address water quantity be designed and implemented in accordance with the post -construction storm water runoff performance standards and long-term operation and maintenance requirements in Part I.A.31. of this permit. 4) Municipal Operations and Maintenance Activities a) The permittee shall implement the procedure, including the BMPs identified, to prevent or reduce pollutant runoff from the permittee's operation and maintenance activities identified in the SWMP. The permittee shall document changes to the assessment of operation and maintenance activities for the potential to discharge pollutants to surface waters of the state as part of the progress report and as an update to the procedure. b) The permittee shall implement the procedure for the street sweeping program for permittee-owned or operated streets, parking lots, or other impervious infrastructure in the regulated area using the sweeping methods and assigned priority levels identified in the procedure. The permittee shall document changes to the priority level for a street, parking lot, or other impervious infrastructure as part of the progress report and as an update to the procedure. The permittee shall also implement the procedure for dewatering and disposal of street sweeper waste material. 5) Managing Vegetated Properties The permittee shall implement the procedure requiring the permittee's pesticide applicator to be certified by the State of Michigan as an applicator in the applicable category, to prevent or reduce pollutant runoff from vegetated land. 6) Employee Training The permittee shall implement the employee training program to train employees involved in implementing pollution prevention and good housekeeping activities. At a minimum, existing staff shall be trained once during the permit cycle and new hire employees within the first vear of their hire date. 7) Contractor Requirements and Oversight The permittee shall implement the procedure requiring contractors hired by the permittee to perform municipal operation and maintenance activities that comply with the permittee's pollution prevention and good housekeeping program and contractor oversight to ensure compliance. 316 PERMIT NO. M10060089 Page 12 of 34 PART Section A. Limitations and Monitoring Requirements 4. a Total Maximum Daily Load (TMDL) Implementation Plan The permittee shall implement the TMDL Implementation Plan to reduce the discharge of pollutants from the permittee's MS4 to make progress in meeting Water Quality Standards. The permittee shall implement the TMDL Implementation Plan as part of the SWMP. The following TMDLs are applicable to the discharge from the permittee's MS4: Name of TMDL Clinton River Red Run Drain and Bear Creek Rouge River Johnson Creek Kent Lake Norton Creek Strawberry Lake Pollutant of Concern E. coli E. coli Biota (sediment) and E.coli Dissolved oxygen Phosphorus Dissolved oxygen Phosphorus The permittee shall implement the prioritized BMPs included in the TMDL Implementation Plan during the permit cycle to make progress in achieving the pollutant load reduction requirement in the TMDL. The permittee shall review, update, and revise the list of BMPs implemented as part of the TMDL Implementation Plan in accordance with the procedure included in the SWMP. The Department may determine that a permit modification is required, after opportunity for public comment, based on modifications to the TMDL Implementation Plan. The Department will notify the permittee if a modification is required. The permittee shall implement the monitoring plan included in the TMDL Implementation Plan for assessing the effectiveness of the BMPs implemented in making progress toward achieving the TMDL pollutant load reduction. Available monitoring data shall be submitted with each progress report. SWMP Modifications SWMP Modifications Requested by the Permittee Modifications to the previously approved SWMP may be requested by the permittee as follows: 1) Modifications adding BMPs (but not replacing, subtracting, or affecting the level of implementation of any other BMP) to the previously approved SWMP may be made by the permittee at any time upon written notification to the Department. Notification shall include a description of the modification, which may include a description of a new BMP with a corresponding measurable goal. Upon notification to the Department, the modification is considered an enforceable part of the approved SWMP. 2) Modifications replacing an ineffective or unfeasible BMP identified in the previously approved SWMP with an alternative BMP may be requested at any time by written notification to the Department. The ineffective or unfeasible BMP identified shall not be replaced in the previously approved SWMP unless the replacement is approved by the Department. Modifications to the previously approved SWMP may result in a permit modification after opportunity for public comment. Such requests shall include the following: a) an analysis of why the BMP is ineffective or unfeasible (including cost -prohibitive); b) a measurable goal for the replacement BMP; and c) an analysis of why the replacement BMP is expected to achieve the intent of the BMP to be replaced. 317 PERMIT NO. M10060089 Page 13 of 34 PART Section A. Limitations and Monitoring Requirements 3) Modifications subtracting an ineffective or unfeasible BMP identified in the previously approved SWMP may be requested by written notification to the Department. The identified BMP shall not be subtracted from the previously approved SWMP unless the subtraction is approved by the Department. Modifications to the previously approved SWMP may result in a permit modification after opportunity for public comment. Such requests shall include the following: a) an analysis of why the BMP is ineffective or unfeasible (including cost prohibitive); and b) a determination of why the removal of the BMP will not change the permittee's ability to comply with the permit requirements. Modifications Required by the Department The Department may require the permittee to modify the SWMP as needed to: 1) address contributions from the permittee's MS4 discharge that impair receiving water quality; 2) include more stringent requirements necessary to comply with new state or federal statutory or regulatory requirements; and/or 3) include such other conditions deemed necessary by the Department to comply with the goals and requirements of the Federal Act or the NREPA, including the requirement to reduce the discharge of pollutants from the MS4 to the maximum extent practicable. 5. Request for Approval to Use Water Treatment Additives This permit does not authorize the use of any water treatment additive without prior written approval from the Department. Such approval is authorized under separate correspondence. Water treatment additives include any materials that are added to water used at the facility, or to wastewater generated by the facility, to condition or treat the water. Permittees proposing to use water treatment additives, including a proposed increased concentration of a previously approved water treatment additive, shall submit a request for approval via the Department's MiWaters system. The MiWaters website is located at https://miwaters.deq.state.mi.us. Instructions for submitting such a request may be obtained at http://www.michigan.gov/npdes (near the bottom of that page, click on one or both of the links located under the Water Treatment Additives banner). Additional monitoring and reporting may be required as a condition of approval to use the water treatment additive. A request for approval to use water treatment additives shall include all of the following usage and discharge information for each water treatment additive proposed to be used: a. The Safety Data Sheet (SDS); Ingredient information, including the name of each ingredient, CAS number for each ingredient, and fractional content by weight for each ingredient; C. The proposed water treatment additive discharge concentration with supporting calculations; d. The discharge frequency (i.e., number of hours per day and number of days per year); e. The outfall(s) and monitoring point(s) from which the water treatment additive is to be discharged; f. The type of removal treatment, if any, that the water treatment additive receives prior to discharge; g. The water treatment additive's function (i.e., microbiocide, flocculant, etc.); h. The SDS shall include a 48-hour LC50 or EC50 for a North American freshwater planktonic crustacean (either Ceriodaphnia sp., Daphnia sp., or Simocephalus sp.); The results shall be based on the whole water treatment additive, shall not be results based on a similar product, and shall not be estimated; and 318 PERMIT NO. M10060089 Page 14 of 34 PART Section A. Limitations and Monitoring Requirements The SDS shall include the results of a toxicity test for one (1) other North American freshwater aquatic species (other than a planktonic crustacean) that meets a minimum requirement of R 323.1057(2) of the Water Quality Standards. The results shall be based on the whole water treatment additive, shall not be results based on a similar product, and shall not be estimated. Examples of tests that would meet this requirement include a 96-hour LC50 for rainbow trout, bluegill, or fathead minnow. 6. Tracer Dye Discharges This permit does not authorize the discharge of tracer dyes without approval from the Department. Requests to discharge tracer dyes shall be submitted to the Department in accordance with Rule 1097 (R 323.1097 of the Michigan Administrative Code). 7. Storm Water Program Manager (Facility Contact) The "Facility Contact' was specified in the application. The permittee may replace the facility contact at any time, and shall notify the Department in writing within 10 days after replacement (including the name, address and telephone number of the new facility contact). a. The facility contact shall be (or a duly authorized representative of this person): • for a corporation, a principal executive officer of at least the level of vice president; or a designated representative if the representative is responsible for the overall operation of the facility from which the discharge originates, as described in the permit application or other NPDES form, • for a partnership, a general partner, • for a sole proprietorship, the proprietor, or • for a municipal, state, or other public facility, either a principal executive officer, the mayor, village president, city or village manager or other duly authorized employee. A person is a duly authorized representative only if: • the authorization is made in writing to the Department by a person described in paragraph a. of this section; and • the authorization specifies either an individual or a position having responsibility for the overall operation of the regulated facility or activity such as the position of plant manager, operator of a well or a well field, superintendent, position of equivalent responsibility, or an individual or position having overall responsibility for environmental matters for the facility (a duly authorized representative may thus be either a named individual or any individual occupying a named position). Nothing in this section obviates the permittee from properly submitting reports and forms as required by law. 319 PERMIT NO. M10060089 Page 15 of 34 PART Section B. Program Assessment and Reporting 1. Progress Reports Progress reports shall be submitted on or before April 1, 2022 and on or before April 1 every two (2) vears following. The Department may approve alternate dates for progress report submittal if requested and adequately justified by the permittee. Each progress report shall contain the following information for the entire period that has elapsed since the last progress report submittal (i.e., the reporting cycle): a. Compliance Assessment The permittee shall describe the status of compliance with the approved SWMP identified in Part I.A.3 of this permit. The permittee shall assess and describe the appropriateness of the BMPs identified in the SWMP. The report shall describe the progress made towards achieving the identified measurable goals for each of the BMPs, and specific evaluation criteria as follows: 1) For the PEP, provide a summary of the evaluation of the overall effectiveness of the PEP, using the evaluation methods described in the PEP. 2) For the IDEP, provide a summary of the evaluation and determination of the overall effectiveness of the IDEP, using the evaluation methods described in the IDEP. For each illicit discharge that was not eliminated within 90 days of its discovery the permittee shall provide a written certification that the illicit discharge was eliminated or a description of how the illicit discharge will be eliminated. 3) If applicable, the permittee shall submit to the Department any new outfall or point of discharge information as required in Part I.A.2. of this permit. 4) For the TMDL Implementation Plan, if monitoring data is available in accordance with the monitoring plan, provide an assessment of progress made toward achieving the TMDL pollutant load reduction requirement. Data and Results The permittee shall provide a summary of all of the information collected and analyzed, including monitoring data, if any, during the reporting cycle. C. Upcoming Activities The permittee shall provide a summary of the BMPs to be implemented during the next reporting cycle. d. Changes to BMPs and Measurable Goals The permittee shall describe any changes to BMPs or measurable goals in the approved SWMP. In accordance with the permit, these changes will be reviewed to determine if a permit modification is necessary. The Department will notify the permittee if a permit modification is required. e. Notice of Changes in Nested Jurisdiction Agreements The permittee shall identify any nested jurisdictions that enter into or terminate permit agreements with the permittee which were not identified in the SWMP. The permittee may request to modify the permit coverage to add or remove a nested MS4 by submitting a request to the Department for approval in accordance with Part I.A.1.b. of this permit. Modifications to the permit coverage may result in a permit modification, after opportunity for public comment. Required Signatures All reports required by this permit, and other information requested by the Department, shall be signed by either a principal executive officer or ranking elected official, or by a duly authorized representative of that person in accordance with 40 CFR 122.22(b). 320 PERMIT NO. M10060089 Page 16 of 34 PART II Part II may include terms and /or conditions not applicable to discharges covered under this permit. Section A. Definitions Acute toxic unit (TUA) means 100/LC50 where the LC50 is determined from a whole effluent toxicity (WET) test which produces a result that is statistically or graphically estimated to be lethal to 50% of the test organisms. Annual monitoring frequency refers to a calendar year beginning on January 1 and ending on December 31. When required by this permit, an analytical result, reading, value or observation shall be reported for that period if a discharge occurs during that period. Authorized public agency means a state, local, or county agency that is designated pursuant to the provisions of Section 9110 of Part 91, Soil and Sedimentation Control, of the NREPA, to implement soil erosion and sedimentation control requirements with regard to construction activities undertaken by that agency. Best management practices (BMPs) means structural devices or nonstructural practices that are designed to prevent pollutants from entering into storm water, to direct the flow of storm water, or to treat polluted storm water. Bioaccumulative chemical of concern (BCC) means a chemical which, upon entering the surface waters, by itself or as its toxic transformation product, accumulates in aquatic organisms by a human health bioaccumulation factor of more than 1000 after considering metabolism and other physiochemical properties that might enhance or inhibit bioaccumulation. The human health bioaccumulation factor shall be derived according to R 323.1057(5). Chemicals with half-lives of less than 8 weeks in the water column, sediment, and biota are not BCCs. The minimum bioaccumulation concentration factor (BAF) information needed to define an organic chemical as a BCC is either a field -measured BAF or a BAF derived using the biota -sediment accumulation factor (BSAF) methodology. The minimum BAF information needed to define an inorganic chemical as a BCC, including an organometal, is either a field -measured BAF or a laboratory -measured bioconcentration factor (BCF). The BCCs to which these rules apply are identified in Table 5 of R 323.1057 of the Water Quality Standards. Biosolids are the solid, semisolid, or liquid residues generated during the treatment of sanitary sewage or domestic sewage in a treatment works. This includes, but is not limited to, scum or solids removed in primary, secondary, or advanced wastewater treatment processes and a derivative of the removed scum or solids. Bulk biosolids means biosolids that are not sold or given away in a bag or other container for application to a lawn or home garden. Certificate of Coverage (COC) is a document, issued by the Department, which authorizes a discharge under a general permit. Chronic toxic unit (TUB) means 100/MATC or 100/IC25, where the maximum acceptable toxicant concentration (MATC) and IC25 are expressed as a percent effluent in the test medium. Class B biosolids refers to material that has met the Class B pathogen reduction requirements or equivalent treatment by a Process to Significantly Reduce Pathogens (PSRP) in accordance with the Part 24 Rules, Land Application of Biosolids, promulgated under Part 31 of the NREPA. Processes include aerobic digestion, composting, anaerobic digestion, lime stabilization and air drying. Combined sewer system is a sewer system in which storm water runoff is combined with sanitary wastes. Continuous monitoring refers to sampling/readings that occur at regular and consistent intervals throughout a 24-hour period and at a frequency sufficient to capture data that are representative of the discharge. The maximum acceptable interval between samples/readings shall be one (1) hour. 321 PERMIT NO. M10060089 Page 17 of 34 PART II Section A. Definitions Daily concentration FOR PARAMETERS OTHER THAN pH, DISSOLVED OXYGEN, TEMPERATURE, AND CONDUCTIVITY — Daily concentration is the sum of the concentrations of the individual samples of a parameter taken within a calendar day divided by the number of samples taken within that calendar day. The daily concentration will be used to determine compliance with any maximum and minimum daily concentration limitations. For guidance and examples showing how to perform calculations using results below quantification levels, see the document entitled "Reporting Results Below Quantification," available at https://www.michigan.gov/documents/deq/wrd- npdes-resu Its-quantification_620791 _7. pdf. FOR pH, DISSOLVED OXYGEN, TEMPERATURE, AND CONDUCTIVITY — The daily concentration used to determine compliance with maximum daily pH, temperature, and conductivity limitations is the highest pH, temperature, and conductivity readings obtained within a calendar day. The daily concentration used to determine compliance with minimum daily pH and dissolved oxygen limitations is the lowest pH and dissolved oxygen readings obtained within a calendar day. Daily loading is the total discharge by weight of a parameter discharged during any calendar day. This value is calculated by multiplying the daily concentration by the total daily flow and by the appropriate conversion factor. The daily loading will be used to determine compliance with any maximum daily loading limitations. When required by the permit, report the maximum calculated daily loading for the month in the "MAXIMUM" column under "QUANTITY OR LOADING' on the DMRs. Daily monitoring frequency refers to a 24-hour day. When required by this permit, an analytical result, reading, value or observation shall be reported for that period if a discharge occurs during that period. Department means the Michigan Department of Environment, Great Lakes, and Energy. Detection level means the lowest concentration or amount of the target analyte that can be determined to be different from zero by a single measurement at a stated level of probability. Discharge means the addition of any waste, waste effluent, wastewater, pollutant, or any combination thereof to any surface water of the state. EC50 means a statistically or graphically estimated concentration that is expected to cause 1 or more specified effects in 50% of a group of organisms under specified conditions. Fecal coliform bacteria monthly FOR WWSLs THAT COLLECT AND STORE WASTEWATER AND ARE AUTHORIZED TO DISCHARGE ONLY IN THE SPRING AND/OR FALL ON AN INTERMITTENT BASIS — Fecal coliform bacteria monthly is the geometric mean of all daily concentrations determined during a discharge event. Days on which no daily concentration is determined shall not be used to determine the calculated monthly value. The calculated monthly value will be used to determine compliance with the maximum monthly fecal coliform bacteria limitations. When required by the permit, report the calculated monthly value in the "AVERAGE" column under "QUALITY OR CONCENTRATION" on the DMR. If the period in which the discharge event occurred was partially in each of two months, the calculated monthly value shall be reported on the DMR of the month in which the last day of discharge occurred. FOR ALL OTHER DISCHARGES — Fecal coliform bacteria monthly is the geometric mean of all daily concentrations determined during a reporting month. Days on which no daily concentration is determined shall not be used to determine the calculated monthly value. The calculated monthly value will be used to determine compliance with the maximum monthly fecal coliform bacteria limitations. When required by the permit, report the calculated monthly value in the "AVERAGE" column under "QUALITY OR CONCENTRATION" on the DMR. 322 PERMIT NO. M10060089 Page 18 of 34 PART II Section A. Definitions Fecal coliform bacteria 7-day FOR WWSLs THAT COLLECT AND STORE WASTEWATER AND ARE AUTHORIZED TO DISCHARGE ONLY IN THE SPRING AND/OR FALL ON AN INTERMITTENT BASIS — Fecal coliform bacteria 7-day is the geometric mean of the daily concentrations determined during any 7 consecutive days of discharge during a discharge event. If the number of daily concentrations determined during the discharge event is less than 7 days, the number of actual daily concentrations determined shall be used for the calculation. Days on which no daily concentration is determined shall not be used to determine the value. The calculated 7-day value will be used to determine compliance with the maximum 7-day fecal coliform bacteria limitations. When required by the permit, report the maximum calculated 7-day geometric mean value for the month in the "MAXIMUM" column under "QUALITY OR CONCENTRATION" on the DMRs. If the 7-day period was partially in each of two months, the value shall be reported on the DMR of the month in which the last day of discharge occurred. FOR ALL OTHER DISCHARGES — Fecal coliform bacteria 7-day is the geometric mean of the daily concentrations determined during any 7 consecutive days in a reporting month. If the number of daily concentrations determined is less than 7, the actual number of daily concentrations determined shall be used for the calculation. Days on which no daily concentration is determined shall not be used to determine the value. The calculated 7-day value will be used to determine compliance with the maximum 7-day fecal coliform bacteria limitations. When required by the permit, report the maximum calculated 7-day geometric mean for the month in the "MAXIMUM" column under "QUALITY OR CONCENTRATION" on the DMRs. The first calculation shall be made on day 7 of the reporting month, and the last calculation shall be made on the last day of the reporting month. Flow -proportioned composite sample — See definition of 24-hour composite sample. General permit means an NPDES permit authorizing a category of similar discharges. Geometric mean is the average of the logarithmic values of a base 10 data set, converted back to a base 10 number. Grab sample is a single sample taken at neither a set time nor flow. IC25 means the toxicant concentration that would cause a 25% reduction in a nonquantal biological measurement for the test population. Illicit connection means a physical connection to a municipal separate storm sewer system that primarily conveys non -storm water discharges other than uncontaminated groundwater into the storm sewer; or a physical connection not authorized or permitted by the local authority, where a local authority requires authorization or a permit for physical connections. Illicit discharge means any discharge to, or seepage into, a municipal separate storm sewer system that is not composed entirely of storm water or uncontaminated groundwater. Illicit discharges include non -storm water discharges through pipes or other physical connections; dumping of motor vehicle fluids, household hazardous wastes, domestic animal wastes, or litter; collection and intentional dumping of grass clippings or leaf litter; or unauthorized discharges of sewage, industrial waste, restaurant wastes, or any other non -storm water waste directly into a separate storm sewer. Individual permit means a site -specific NPDES permit. Inlet means a catch basin, roof drain, conduit, drain tile, retention pond riser pipe, sump pump, or other point where storm water or wastewater enters into a closed conveyance system prior to discharge off site or into waters of the state. 323 PERMIT NO. M10060089 Page 19 of 34 PART II Section A. Definitions Interference is a discharge which, alone or in conjunction with a discharge or discharges from other sources, both: 1) inhibits or disrupts a POTW, its treatment processes or operations, or its sludge processes, use or disposal; and 2) therefore, is a cause of a violation of any requirement of the POTW's NPDES permit (including an increase in the magnitude or duration of a violation) or, of the prevention of sewage sludge use or disposal in compliance with the following statutory provisions and regulations or permits issued thereunder (or more stringent state or local regulations): Section 405 of the Clean Water Act, the Solid Waste Disposal Act (SWDA) (including Title ll, more commonly referred to as the Resource Conservation and Recovery Act (RCRA), and including state regulations contained in any state sludge management plan prepared pursuant to Subtitle D of the SWDA), the Clean Air Act, the Toxic Substances Control Act, and the Marine Protection, Research and Sanctuaries Act. [This definition does not apply to sample matrix interference]. Land application means spraying or spreading biosolids or a biosolids derivative onto the land surface, injecting below the land surface, or incorporating into the soil so that the biosolids or biosolids derivative can either condition the soil or fertilize crops or vegetation grown in the soil. LC50 means a statistically or graphically estimated concentration that is expected to be lethal to 50% of a group of organisms under specified conditions. Maximum acceptable toxicant concentration (MATC) means the concentration obtained by calculating the geometric mean of the lower and upper chronic limits from a chronic test. A lower chronic limit is the highest tested concentration that did not cause the occurrence of a specific adverse effect. An upper chronic limit is the lowest tested concentration which did cause the occurrence of a specific adverse effect and above which all tested concentrations caused such an occurrence. Maximum extent practicable means implementation of best management practices by a public body to comply with an approved storm water management program as required by a national permit for a municipal separate storm sewer system, in a manner that is environmentally beneficial, technically feasible, and within the public body's legal authority. MBTU/hr means million British Thermal Units per hour. MGD means million gallons per day. Monthly concentration is the sum of the daily concentrations determined during a reporting period divided by the number of daily concentrations determined. The calculated monthly concentration will be used to determine compliance with any maximum monthly concentration limitations. Days with no discharge shall not be used to determine the value. When required by the permit, report the calculated monthly concentration in the "AVERAGE" column under "QUALITY OR CONCENTRATION" on the DMR. For minimum percent removal requirements, the monthly influent concentration and the monthly effluent concentration shall be determined. The calculated monthly percent removal, which is equal to 100 times the quantity [1 minus the quantity (monthly effluent concentration divided by the monthly influent concentration)], shall be reported in the "MINIMUM" column under "QUALITY OR CONCENTRATION" on the DMRs. Monthly loading is the sum of the daily loadings of a parameter divided by the number of daily loadings determined during a reporting period. The calculated monthly loading will be used to determine compliance with any maximum monthly loading limitations. Days with no discharge shall not be used to determine the value. When required by the permit, report the calculated monthly loading in the "AVERAGE" column under "QUANTITY OR LOADING" on the DMR. Monthly monitoring frequency refers to a calendar month. When required by this permit, an analytical result, reading, value or observation shall be reported for that period if a discharge occurs during that period. Municipal separate storm sewer means a conveyance or system of conveyances designed or used for collecting or conveying storm water which is not a combined sewer and which is not part of a POTW as defined in the Code of Federal Regulations at 40 CFR 122.2. 324 PERMIT NO. M10060089 Page 20 of 34 PART II Section A. Definitions Municipal separate storm sewer system (MS4) means all separate storm sewers that are owned or operated by the United States, a state, city, village, township, county, district, association, or other public body created by or pursuant to state law, having jurisdiction over disposal of sewage, industrial wastes, storm water, or other wastes, including special districts under state law, such as a sewer district, flood control district, or drainage district, or similar entity, or a designated or approved management agency under Section 208 of the Clean Water Act that discharges to the waters of the state. This term includes systems similar to separate storm sewer systems in municipalities, such as systems at military bases, large hospital or prison complexes, and highways and other thoroughfares. The term does not include separate storm sewers in very discrete areas, such as individual buildings. National Pretreatment Standards are the regulations promulgated by or to be promulgated by the Federal Environmental Protection Agency pursuant to Section 307(b) and (c) of the Clean Water Act. The standards establish nationwide limits for specific industrial categories for discharge to a POTW. No observed adverse effect level (NOAEL) means the highest tested dose or concentration of a substance which results in no observed adverse effect in exposed test organisms where higher doses or concentrations result in an adverse effect. Noncontact cooling water is water used for cooling which does not come into direct contact with any raw material, intermediate product, by-product, waste product or finished product. Nondomestic user is any discharger to a POTW that discharges wastes other than or in addition to water - carried wastes from toilet, kitchen, laundry, bathing or other facilities used for household purposes. Nonstructural controls are practices or procedures implemented by employees at a facility to manage storm water or to prevent contamination of storm water. NPDES means National Pollutant Discharge Elimination System. Outfall is the location at which a point source discharge first enters a surface water of the state. Part 91 agency means an agency that is designated by a county board of commissioners pursuant to the provisions of Section 9105 of Part 91 of the NREPA; an agency that is designated by a city, village, or township in accordance with the provisions of Section 9106 of Part 91 of the NREPA; or the Department for soil erosion and sedimentation control activities under Part 615, Supervisor of Wells; Part 631, Reclamation of Mining Lands; or Part 632, Nonferrous Metallic Mineral Mining, of the NREPA, pursuant to the provisions of Section 9115 of Part 91 of the NREPA. Part 91 permit means a soil erosion and sedimentation control permit issued by a Part 91 agency pursuant to the provisions of Part 91 of the NREPA. Partially treated sewage is any sewage, sewage and storm water, or sewage and wastewater, from domestic or industrial sources that is treated to a level less than that required by the permittee's NPDES permit, or that is not treated to national secondary treatment standards for wastewater, including discharges to surface waters from retention treatment facilities. Point of discharge is the location of a point source discharge where storm water is discharged directly into a separate storm sewer system. Point source discharge means a discharge from any discernible, confined, discrete conveyance, including but not limited to any pipe, ditch, channel, tunnel, conduit, well, discrete fissure, container, or rolling stock. Changing the surface of land or establishing grading patterns on land will result in a point source discharge where the runoff from the site is ultimately discharged to waters of the state. 325 PERMIT NO. M10060089 Page 21 of 34 PART II Section A. Definitions Polluting material means any material, in solid or liquid form, identified as a polluting material under the Part 5 Rules, Spillage of Oil and Polluting Materials, promulgated under Part 31 of the NREPA (R 324.2001 through R 324.2009 of the Michigan Administrative Code). POTW is a publicly owned treatment work. Predevelopment is the last land use prior to the planned new development or redevelopment. Pretreatment is reducing the amount of pollutants, eliminating pollutants, or altering the nature of pollutant properties to a less harmful state prior to discharge into a public sewer. The reduction or alteration can be by physical, chemical, or biological processes, process changes, or by other means. Dilution is not considered pretreatment unless expressly authorized by an applicable National Pretreatment Standard for a particular industrial category. Public (as used in the MS4 individual permit) means all persons who potentially could affect the authorized storm water discharges, including, but not limited to, residents, visitors to the area, public employees, businesses, industries, and construction contractors and developers. Public body means the United States; the state of Michigan; a city, village, township, county, school district, public college or university, or single -purpose governmental agency; or any other body which is created by federal or state statute or law. Qualified Personnel means an individual who meets qualifications acceptable to the Department and who is authorized by an Industrial Storm Water Certified Operator to collect the storm water sample. Qualifying storm event means a storm event causing greater than 0.1 inch of rainfall and occurring at least 72 hours after the previous measurable storm event that also caused greater than 0.1 inch of rainfall. Upon request, the Department may approve an alternate definition meeting the condition of a qualifying storm event. Quantification level means the measurement of the concentration of a contaminant obtained by using a specified laboratory procedure calculated at a specified concentration above the detection level. It is considered the lowest concentration at which a particular contaminant can be quantitatively measured using a specified laboratory procedure for monitoring of the contaminant. Quarterly monitoring frequency refers to a three month period, defined as January through March, April through June, July through September, and October through December. When required by this permit, an analytical result, reading, value or observation shall be reported for that period if a discharge occurs during that period. Regional Administrator is the Region 5 Administrator, U.S. EPA, located at R-19J, 77 W. Jackson Blvd., Chicago, Illinois 60604. Regulated area means the permittee's urbanized area, where urbanized area is defined as a place and its adjacent densely -populated territory that together have a minimum population of 50,000 people as defined by the United States Bureau of the Census and as determined by the latest available decennial census. Secondary containment structure means a unit, other than the primary container, in which significant materials are packaged or held, which is required by state or federal law to prevent the escape of significant materials by gravity into sewers, drains, or otherwise directly or indirectly into any sewer system or to the surface waters or groundwaters of the state. Separate storm sewer system means a system of drainage, including, but not limited to, roads, catch basins, curbs, gutters, parking lots, ditches, conduits, pumping devices, or man-made channels, which is not a combined sewer where storm water mixes with sanitary wastes, and is not part of a POTW. 326 PERMIT NO. M10060089 Page 22 of 34 PART II Section A. Definitions Significant industrial user is a nondomestic user that: 1) is subject to Categorical Pretreatment Standards under 40 CFR 403.6 and 40 CFR Chapter I, Subchapter N; or 2) discharges an average of 25,000 gallons per day or more of process wastewater to a POTW (excluding sanitary, noncontact cooling and boiler blowdown wastewater); contributes a process waste stream which makes up five (5) percent or more of the average dry weather hydraulic or organic capacity of the POTW treatment plant; or is designated as such by the permittee as defined in 40 CFR 403.12(a) on the basis that the industrial user has a reasonable potential for adversely affecting the POTW's treatment plant operation or violating any pretreatment standard or requirement (in accordance with 40 CFR 403.8(f)(6)). Significant materials means any material which could degrade or impair water quality, including but not limited to: raw materials; fuels; solvents, detergents, and plastic pellets; finished materials such as metallic products; hazardous substances designated under Section 101(14) of the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA) (see 40 CFR 372.65); any chemical the facility is required to report pursuant to Section 313 of Emergency Planning and Community Right -to -Know Act (EPCRA); polluting materials as identified under the Part 5 Rules (R 324.2001 through R 324.2009 of the Michigan Administrative Code); Hazardous Wastes as defined in Part 111, Hazardous Waste Management, of the NREPA; fertilizers; pesticides; and waste products such as ashes, slag, and sludge that have the potential to be released with storm water discharges. Significant spills and significant leaks means any release of a polluting material reportable under the Part 5 Rules (R 324.2001 through R 324.2009 of the Michigan Administrative Code). Special -use area means storm water discharges for which the Department has determined that additional monitoring is needed from: secondary containment structures required by state or federal law; lands on Michigan's List of Sites of Environmental Contamination pursuant to Part 201, Environmental Remediation, of the NREPA; and/or areas with other activities that may contribute pollutants to the storm water. Stoichiometric means the quantity of a reagent calculated to be necessary and sufficient for a given chemical reaction. Storm water means storm water runoff, snow melt runoff, surface runoff and drainage, and non -storm water included under the conditions of this permit. Storm water discharge point is the location where the point source discharge of storm water is directed to surface waters of the state or to a separate storm sewer. It includes the location of all point source discharges where storm water exits the facility, including outfalls which discharge directly to surface waters of the state, and points of discharge which discharge directly into separate storm sewer systems. Structural controls are physical features or structures used at a facility to manage or treat storm water. SWPPP means the Storm Water Pollution Prevention Plan prepared in accordance with this permit. Tier I value means a value for aquatic life, human health or wildlife calculated under R 323.1057 of the Water Quality Standards using a tier I toxicity database. Tier II value means a value for aquatic life, human health or wildlife calculated under R 323.1057 of the Water Quality Standards using a tier II toxicity database. Total maximum daily loads (TMDLs) are required by the Clean Water Act for waterbodies that do not meet water quality standards. TMDLs represent the maximum daily load of a pollutant that a waterbody can assimilate and meet water quality standards, and an allocation of that load among point sources, nonpoint sources, and a margin of safety. Toxicity reduction evaluation (TRE) means a site -specific study conducted in a stepwise process designed to identify the causative agents of effluent toxicity, isolate the sources of toxicity, evaluate the effectiveness of toxicity control options, and then confirm the reduction in effluent toxicity. 327 PERMIT NO. M10060089 Page 23 of 34 PART II Section A. Definitions Water Quality Standards means the Part 4 Water Quality Standards promulgated pursuant to Part 31 of the NREPA, being R 323.1041 through R 323.1117 of the Michigan Administrative Code. Weekly monitoring frequency refers to a calendar week which begins on Sunday and ends on Saturday. For a calendar week that falls entirely within a single calendar month, then when required by this permit, an analytical result, reading, value, or observation shall be reported for that week if a discharge occurs during that week. For a calendar week split across two (2) calendar months, a separate analytical result, reading, value, or observation shall be reported for each part of that week/month in which a discharge occurs. WWSL is a wastewater stabilization lagoon. WWSL discharge event is a discrete occurrence during which effluent is discharged to the surface water up to 10 days of a consecutive 14 day period. 3-portion composite sample is a sample consisting of three equal -volume grab samples collected at equal intervals over an 8-hour period. 7-day concentration FOR WWSLs THAT COLLECT AND STORE WASTEWATER AND ARE AUTHORIZED TO DISCHARGE ONLY IN THE SPRING AND/OR FALL ON AN INTERMITTENT BASIS — The 7-day concentration is the sum of the daily concentrations determined during any 7 consecutive days of discharge during a WWSL discharge event divided by the number of daily concentrations determined. If the number of daily concentrations determined during the WWSL discharge event is less than 7 days, the number of actual daily concentrations determined shall be used for the calculation. The calculated 7-day concentration will be used to determine compliance with any maximum 7-day concentration limitations. When required by the permit, report the maximum calculated 7- day concentration for the WWSL discharge event in the "MAXIMUM" column under "QUALITY OR CONCENTRATION" on the DMR. If the WWSL discharge event was partially in each of two months, the value shall be reported on the DMR of the month in which the last day of discharge occurred. FOR ALL OTHER DISCHARGES — The 7-day concentration is the sum of the daily concentrations determined during any 7 consecutive days in a reporting month divided by the number of daily concentrations determined. If the number of daily concentrations determined is less than 7, the actual number of daily concentrations determined shall be used for the calculation. The calculated 7-day concentration will be used to determine compliance with any maximum 7-day concentration limitations in the reporting month. When required by the permit, report the maximum calculated 7-day concentration for the month in the "MAXIMUM" column under "QUALITY OR CONCENTRATION" on the DMR. The first 7-day calculation shall be made on day 7 of the reporting month, and the last calculation shall be made on the last day of the reporting month. 328 PERMIT NO. M10060089 Page 24 of 34 PART II Section A. Definitions 7-day loading FOR WWSLs THAT COLLECT AND STORE WASTEWATER AND ARE AUTHORIZED TO DISCHARGE ONLY IN THE SPRING AND/OR FALL ON AN INTERMITTENT BASIS — The 7-day loading is the sum of the daily loadings determined during any 7 consecutive days of discharge during a WWSL discharge event divided by the number of daily loadings determined. If the number of daily loadings determined during the WWSL discharge event is less than 7 days, the number of actual daily loadings determined shall be used for the calculation. The calculated 7-day loading will be used to determine compliance with any maximum 7-day loading limitations. When required by the permit, report the maximum calculated 7-day loading for the WWSL discharge event in the "MAXIMUM" column under "QUANTITY OR LOADING" on the DMR. If the WWSL discharge event was partially in each of two months, the value shall be reported on the DMR of the month in which the last day of discharge occurred. FOR ALL OTHER DISCHARGES — The 7-day loading is the sum of the daily loadings determined during any 7 consecutive days in a reporting month divided by the number of daily loadings determined. If the number of daily loadings determined is less than 7, the actual number of daily loadings determined shall be used for the calculation. The calculated 7-day loading will be used to determine compliance with any maximum 7-day loading limitations in the reporting month. When required by the permit, report the maximum calculated 7-day loading for the month in the "MAXIMUM" column under "QUANTITY OR LOADING' on the DMR. The first 7-day calculation shall be made on day 7 of the reporting month, and the last calculation shall be made on the last day of the reporting month. 24-hour composite sample is a flow -proportioned composite sample consisting of hourly or more frequent portions that are taken over a 24-hour period and in which the volume of each portion is proportional to the discharge flow rate at the time that portion is taken. A time -proportioned composite sample may be used upon approval from the Department if the permittee demonstrates it is representative of the discharge. 329 PERMIT NO. M10060089 Page 25 of 34 PART II Section B. Monitoring Procedures 1. Representative Samples Samples and measurements taken as required herein shall be representative of the volume and nature of the monitored discharge. 2. Test Procedures Test procedures for the analysis of pollutants shall conform to regulations promulgated pursuant to Section 304(h) of the Clean Water Act (40 CFR Part 136 — Guidelines Establishing Test Procedures for the Analysis of Pollutants), unless specified otherwise in this permit. Test procedures used shall be sufficiently sensitive to determine compliance with applicable effluent limitations. Requests to use test procedures not promulgated under 40 CFR Part 136 for pollutant monitoring required by this permit shall be made in accordance with the Alternate Test Procedures regulations specified in 40 CFR 136.4. These requests shall be submitted to the Manager of the Permits Section, Water Resources Division, Michigan Department of Environment, Great Lakes, and Energy, P.O. Box 30458, Lansing, Michigan, 48909-7958. The permittee may use such procedures upon approval. The permittee shall periodically calibrate and perform maintenance procedures on all analytical instrumentation at intervals to ensure accuracy of measurements. The calibration and maintenance shall be performed as part of the permittee's laboratory Quality Assurance/Quality Control program. 3. Instrumentation The permittee shall periodically calibrate and perform maintenance procedures on all monitoring instrumentation at intervals to ensure accuracy of measurements. 4. Recording Results For each measurement or sample taken pursuant to the requirements of this permit, the permittee shall record the following information: 1) the exact place, date, and time of measurement or sampling; 2) the person(s) who performed the measurement or sample collection; 3) the dates the analyses were performed; 4) the person(s) who performed the analyses; 5) the analytical techniques or methods used; 6) the date of and person responsible for equipment calibration; and 7) the results of all required analyses. 5. Records Retention All records and information resulting from the monitoring activities required by this permit including all records of analyses performed and calibration and maintenance of instrumentation and recordings from continuous monitoring instrumentation shall be retained for a minimum of three (3) years, or longer if requested by the Regional Administrator or the Department. 330 PERMIT NO. M10060089 Page 26 of 34 PART II Section C. Reporting Requirements 1. Start -Up Notification If the permittee will not discharge during the first 60 days following the effective date of this permit, the permittee shall notify the Department within 14 days following the effective date of this permit, and then 60 days prior to the commencement of the discharge. 2. Submittal Requirements for Self -Monitoring Data Part 31 of the NREPA (specifically Section 324.3110(7)); and R 323.2155(2) of Part 21, Wastewater Discharge Permits, promulgated under Part 31 of the NREPA, allow the Department to specify the forms to be utilized for reporting the required self -monitoring data. Unless instructed on the effluent limitations page to conduct "Retained Self -Monitoring," the permittee shall submit self -monitoring data via the Department's MiWaters system. The permittee shall utilize the information provided on the MiWaters website, located at https://miwaters.deq.state. mi. us, to access and submit the electronic forms. Both monthly summary and daily data shall be submitted to the Department no later than the 201h day of the month following each month of the authorized discharge period(s). The permittee may be allowed to submit the electronic forms after this date if the Department has granted an extension to the submittal date. 3. Retained Self -Monitoring Requirements If instructed on the effluent limits page (or otherwise authorized by the Department in accordance with the provisions of this permit) to conduct retained self -monitoring, the permittee shall maintain a year-to-date log of retained self -monitoring results and, upon request, provide such log for inspection to the staff of the Department. Retained self -monitoring results are public information and shall be promptly provided to the public upon request. The permittee shall certify, in writing, to the Department, on or before January 10th (April 1 st for animal feeding. operation facilities) of each vear, that: 1) all retained self -monitoring requirements have been complied with and a year-to-date log has been maintained; and 2) the application on which this permit is based still accurately describes the discharge. With this annual certification, the permittee shall submit a summary of the previous year's monitoring data. The summary shall include maximum values for samples to be reported as daily maximums and/or monthly maximums and minimum values for any daily minimum samples. Retained self -monitoring may be denied to a permittee by notification in writing from the Department. In such cases, the permittee shall submit self -monitoring data in accordance with Part II.C.2., above. Such a denial may be rescinded by the Department upon written notification to the permittee. Reissuance or modification of this permit or reissuance or modification of an individual permittee's authorization to discharge shall not affect previous approval or denial for retained self -monitoring unless the Department provides notification in writing to the permittee. 4. Additional Monitoring by Permittee If the permittee monitors any pollutant at the location(s) designated herein more frequently than required by this permit, using approved analytical methods as specified above, the results of such monitoring shall be included in the calculation and reporting of the values required in the Discharge Monitoring Report. Such increased frequency shall also be indicated. Monitoring required pursuant to Part 41 of the NREPA or Rule 35 of the Mobile Home Park Commission Act, 1987 PA 96, as amended, for assurance of proper facility operation, shall be submitted as required by the Department. 331 PERMIT NO. M10060089 Page 27 of 34 PART II Section C. Reporting Requirements 5. Compliance Dates Notification Within 14 days of every compliance date specified in this permit, the permittee shall submit a written notification to the Department indicating whether or not the particular requirement was accomplished. If the requirement was not accomplished, the notification shall include an explanation of the failure to accomplish the requirement, actions taken or planned by the permittee to correct the situation, and an estimate of when the requirement will be accomplished. If a written report is required to be submitted by a specified date and the permittee accomplishes this, a separate written notification is not required. 6. Noncompliance Notification Compliance with all applicable requirements set forth in the Clean Water Act, Parts 31 and 41 of the NREPA, and related regulations and rules is required. All instances of noncompliance shall be reported as follows: a. 24-Hour Reporting Any noncompliance which may endanger health or the environment (including maximum and/or minimum daily concentration discharge limitation exceedances) shall be reported, verbally, within 24 hours from the time the permittee becomes aware of the noncompliance. A written submission shall also be provided within five (5) days. Other Reporting The permittee shall report, in writing, all other instances of noncompliance not described in a. above at the time monitoring reports are submitted; or, in the case of retained self -monitoring, within five (5) days from the time the permittee becomes aware of the noncompliance. Written reporting shall include: 1) a description of the discharge and cause of noncompliance; and 2) the period of noncompliance, including exact dates and times, or, if not yet corrected, the anticipated time the noncompliance is expected to continue, and the steps taken to reduce, eliminate and prevent recurrence of the noncomplying discharge. 7. Spill Notification The permittee shall immediately report any release of any polluting material which occurs to the surface waters or groundwaters of the state, unless the permittee has determined that the release is not in excess of the threshold reporting quantities specified in the Part 5 Rules (R 324.2001 through R 324.2009 of the Michigan Administrative Code), by calling the Department at the number indicated on the second page of this permit (or, if this is a general permit, on the COC); or, if the notice is provided after regular working hours, call the Department's 24-hour Pollution Emergency Alerting System telephone number, 1-800-292-4706 (calls from out- of-state call 1-517-373-7660). Within ten (10) days of the release, the permittee shall submit to the Department a full written explanation as to the cause of the release, the discovery of the release, response (clean-up and/or recovery) measures taken, and preventive measures taken or a schedule for completion of measures to be taken to prevent reoccurrence of similar releases. 332 PERMIT NO. M10060089 Page 28 of 34 PART II Section C. Reporting Requirements 8. Upset Noncompliance Notification If a process "upset" (defined as an exceptional incident in which there is unintentional and temporary noncompliance with technology -based permit effluent limitations because of factors beyond the reasonable control of the permittee) has occurred, the permittee who wishes to establish the affirmative defense of upset shall notify the Department by telephone within 24 hours of becoming aware of such conditions; and within five (5) days, provide in writing, the following information: a. that an upset occurred and that the permittee can identify the specific cause(s) of the upset; that the permitted wastewater treatment facility was, at the time, being properly operated and maintained (note that an upset does not include noncompliance to the extent caused by operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive maintenance, or careless or improper operation); and C. that the permittee has specified and taken action on all responsible steps to minimize or correct any adverse impact in the environment resulting from noncompliance with this permit. No determination made during administrative review of claims that noncompliance was caused by upset, and before an action for noncompliance, is final administrative action subject to judicial review. In any enforcement proceedings, the permittee, seeking to establish the occurrence of an upset, has the burden of proof. 9. Bypass Prohibition and Notification a. Bypass Prohibition Bypass is prohibited, and the Department may take an enforcement action, unless: 1) bypass was unavoidable to prevent loss of life, personal injury, or severe property damage; 2) there were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities, retention of untreated wastes, or maintenance during normal periods of equipment downtime. This condition is not satisfied if adequate backup equipment should have been installed in the exercise of reasonable engineering judgment to prevent a bypass; and 3) the permittee submitted notices as required under 9.b. or 9.c. below. Notice of Anticipated Bypass If the permittee knows in advance of the need for a bypass, it shall submit prior notice to the Department, if possible at least ten (10) days before the date of the bypass, and provide information about the anticipated bypass as required by the Department. The Department may approve an anticipated bypass, after considering its adverse effects, if it will meet the three (3) conditions listed in 9.a. above. C. Notice of Unanticipated Bypass The permittee shall submit notice to the Department of an unanticipated bypass by calling the Department at the number indicated on the second page of this permit (if the notice is provided after regular working hours, call: 1-800-292-4706) as soon as possible, but no later than 24 hours from the time the permittee becomes aware of the circumstances. 333 PERMIT NO. M10060089 Page 29 of 34 PART II Section C. Reporting Requirements d. Written Report of Bypass A written submission shall be provided within five (5) workina days of commencing any bypass to the Department, and at additional times as directed by the Department. The written submission shall contain a description of the bypass and its cause; the period of bypass, including exact dates and times, and if the bypass has not been corrected, the anticipated time it is expected to continue; steps taken or planned to reduce, eliminate, and prevent reoccurrence of the bypass; and other information as required by the Department. e. Bypass Not Exceeding Limitations The permittee may allow any bypass to occur which does not cause effluent limitations to be exceeded, but only if it also is for essential maintenance to ensure efficient operation. These bypasses are not subject to the provisions of 9.a., 9.b., 9.c., and 9.d., above. This provision does not relieve the permittee of any notification responsibilities under Part II.C.11. of this permit. Definitions 1) Bypass means the intentional diversion of waste streams from any portion of a treatment facility. 2) Severe property damage means substantial physical damage to property, damage to the treatment facilities which causes them to become inoperable, or substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a bypass. Severe property damage does not mean economic loss caused by delays in production. 10. Bioaccumulative Chemicals of Concern (BCC) Consistent with the requirements of R 323.1098 and R 323.1215 of the Michigan Administrative Code, the permittee is prohibited from undertaking any action that would result in a lowering of water quality from an increased loading of a BCC unless an increased use request and antidegradation demonstration have been submitted and approved by the Department. 11. Notification of Changes in Discharge The permittee shall notify the Department, in writing, as soon as possible but no later than 10 days of knowing, or having reason to believe, that any activity or change has occurred or will occur which would result in the discharge of: 1) detectable levels of chemicals on the current Michigan Critical Materials Register, priority pollutants or hazardous substances set forth in 40 CFR 122.21, Appendix D, or the Pollutants of Initial Focus in the Great Lakes Water Quality Initiative specified in 40 CFR 132.6, Table 6, which were not acknowledged in the application or listed in the application at less than detectable levels; 2) detectable levels of any other chemical not listed in the application or listed at less than detection, for which the application specifically requested information; or 3) any chemical at levels greater than five times the average level reported in the complete application (see the first page of this permit, for the date(s) the complete application was submitted). Any other monitoring results obtained as a requirement of this permit shall be reported in accordance with the compliance schedules. 334 PERMIT NO. M10060089 Page 30 of 34 PART II Section C. Reporting Requirements 12. Changes in Facility Operations Any anticipated action or activity, including but not limited to facility expansion, production increases, or process modification, which will result in new or increased loadings of pollutants to the receiving waters must be reported to the Department by a) submission of an increased use request (application) and all information required under R 323.1098 (Antidegradation) of the Water Quality Standards or b) by notice if the following conditions are met: 1) the action or activity will not result in a change in the types of wastewater discharged or result in a greater quantity of wastewater than currently authorized by this permit; 2) the action or activity will not result in violations of the effluent limitations specified in this permit; 3) the action or activity is not prohibited by the requirements of Part II.C.10.; and 4) the action or activity will not require notification pursuant to Part II.C.11. Following such notice, the permit or, if applicable, the facility's COC may be modified according to applicable laws and rules to specify and limit any pollutant not previously limited. 13. Transfer of Ownership or Control In the event of any change in control or ownership of facilities from which the authorized discharge emanates, the permittee shall submit to the Department 30 days prior to the actual transfer of ownership or control a written agreement between the current permittee and the new permittee containing: 1) the legal name and address of the new owner; 2) a specific date for the effective transfer of permit responsibility, coverage and liability; and 3) a certification of the continuity of or any changes in operations, wastewater discharge, or wastewater treatment. If the new permittee is proposing changes in operations, wastewater discharge, or wastewater treatment, the Department may propose modification of this permit in accordance with applicable laws and rules. 14. Operations and Maintenance Manual For wastewater treatment facilities that serve the public (and are thus subject to Part 41 of the NREPA), Section 4104 of Part 41 and associated Rule 2957 of the Michigan Administrative Code allow the Department to require an Operations and Maintenance (O&M) Manual from the facility. An up-to-date copy of the O&M Manual shall be kept at the facility and shall be provided to the Department upon request. The Department may review the O&M Manual in whole or in part at its discretion and require modifications to it if portions are determined to be inadequate. At a minimum, the O&M Manual shall include the following information: permit standards; descriptions and operation information for all equipment; staffing information; laboratory requirements; record keeping requirements; a maintenance plan for equipment; an emergency operating plan; safety program information; and copies of all pertinent forms, as -built plans, and manufacturer's manuals. Certification of the existence and accuracy of the O&M Manual shall be submitted to the Department at least sixtv days prior to start-up of a new wastewater treatment facility. Recertification shall be submitted sixty days prior to start-up of any substantial improvements or modifications made to an existing wastewater treatment facility. 335 PERMIT NO. M10060089 Page 31 of 34 PART II Section C. Reporting Requirements 15. Signatory Requirements All applications, reports, or information submitted to the Department in accordance with the conditions of this permit and that require a signature shall be signed and certified as described in the Clean Water Act and the NREPA. The Clean Water Act provides that any person who knowingly makes any false statement, representation, or certification in any record or other document submitted or required to be maintained under this permit, including monitoring reports or reports of compliance or noncompliance, shall, upon conviction, be punished by a fine of not more than $10,000 per violation, or by imprisonment for not more than 6 months per violation, or by both. The NREPA (Section 3115(2)) provides that a person who at the time of the violation knew or should have known that he or she discharged a substance contrary to this part, or contrary to a permit, COC, or order issued or rule promulgated under this part, or who intentionally makes a false statement, representation, or certification in an application for or form pertaining to a permit or COC or in a notice or report required by the terms and conditions of an issued permit or COC, or who intentionally renders inaccurate a monitoring device or record required to be maintained by the Department, is guilty of a felony and shall be fined not less than $2,500.00 or more than $25,000.00 for each violation. The court may impose an additional fine of not more than $25,000.00 for each day during which the unlawful discharge occurred. If the conviction is for a violation committed after a first conviction of the person under this subsection, the court shall impose a fine of not less than $25,000.00 per day and not more than $50,000.00 per day of violation. Upon conviction, in addition to a fine, the court in its discretion may sentence the defendant to imprisonment for not more than 2 years or impose probation upon a person for a violation of this part. With the exception of the issuance of criminal complaints, issuance of warrants, and the holding of an arraignment, the circuit court for the county in which the violation occurred has exclusive jurisdiction. However, the person shall not be subject to the penalties of this subsection if the discharge of the effluent is in conformance with and obedient to a rule, order, permit, or COC of the Department. In addition to a fine, the attorney general may file a civil suit in a court of competent jurisdiction to recover the full value of the injuries done to the natural resources of the state and the costs of surveillance and enforcement by the state resulting from the violation. 16. Electronic Reporting Upon notice by the Department that electronic reporting tools are available for specific reports or notifications, the permittee shall submit electronically all such reports or notifications as required by this permit, on forms provided by the Department. 336 PERMIT NO. M10060089 Page 32 of 34 PART II Section D. Management Responsibilities 1. Duty to Comply All discharges authorized herein shall be consistent with the terms and conditions of this permit. The discharge of any pollutant identified in this permit, more frequently than, or at a level in excess of, that authorized, shall constitute a violation of the permit. It is the duty of the permittee to comply with all the terms and conditions of this permit. Any noncompliance with the Effluent Limitations, Special Conditions, or terms of this permit constitutes a violation of the NREPA and/or the Clean Water Act and constitutes grounds for enforcement action; for permit or Certificate of Coverage (COC) termination, revocation and reissuance, or modification; or denial of an application for permit or COC renewal. It shall not be a defense for a permittee in an enforcement action that it would have been necessary to halt or reduce the permitted activity in order to maintain compliance with the conditions of this permit. 2. Operator Certification The permittee shall have the waste treatment facilities under direct supervision of an operator certified at the appropriate level for the facility certification by the Department, as required by Sections 3110 and 4104 of the NREPA. Permittees authorized to discharge storm water shall have the storm water treatment and/or control measures under direct supervision of a storm water operator certified by the Department, as required by Section 3110 of the NREPA. 3. Facilities Operation The permittee shall, at all times, properly operate and maintain all treatment or control facilities or systems installed or used by the permittee to achieve compliance with the terms and conditions of this permit. Proper operation and maintenance includes adequate laboratory controls and appropriate quality assurance procedures. 4. Power Failures In order to maintain compliance with the effluent limitations of this permit and prevent unauthorized discharges, the permittee shall either: a. provide an alternative power source sufficient to operate facilities utilized by the permittee to maintain compliance with the effluent limitations and conditions of this permit; or upon the reduction, loss, or failure of one or more of the primary sources of power to facilities utilized by the permittee to maintain compliance with the effluent limitations and conditions of this permit, the permittee shall halt, reduce or otherwise control production and/or all discharge in order to maintain compliance with the effluent limitations and conditions of this permit. 5. Adverse Impact The permittee shall take all reasonable steps to minimize or prevent any adverse impact to the surface waters or groundwaters of the state resulting from noncompliance with any effluent limitation specified in this permit including, but not limited to, such accelerated or additional monitoring as necessary to determine the nature and impact of the discharge in noncompliance. 337 PERMIT NO. M10060089 Page 33 of 34 PART II Section D. Management Responsibilities 6. Containment Facilities The permittee shall provide facilities for containment of any accidental losses of polluting materials in accordance with the requirements of the Part 5 Rules (R 324.2001 through R 324.2009 of the Michigan Administrative Code). For a POTW, these facilities shall be approved under Part 41 of the NREPA. 7. Waste Treatment Residues Residuals (i.e. solids, sludges, biosolids, filter backwash, scrubber water, ash, grit, or other pollutants or wastes) removed from or resulting from treatment or control of wastewaters, including those that are generated during treatment or left over after treatment or control has ceased, shall be disposed of in an environmentally compatible manner and according to applicable laws and rules. These laws may include, but are not limited to, the NREPA, Part 31 for protection of water resources, Part 55 for air pollution control, Part 111 for hazardous waste management, Part 115 for solid waste management, Part 121 for liquid industrial wastes, Part 301 for protection of inland lakes and streams, and Part 303 for wetlands protection. Such disposal shall not result in any unlawful pollution of the air, surface waters or groundwaters of the state. 8. Right of Entry The permittee shall allow the Department, any agent appointed by the Department, or the Regional Administrator, upon the presentation of credentials and, for animal feeding operation facilities, following appropriate biosecurity protocols: a. to enter upon the permittee's premises where an effluent source is located or any place in which records are required to be kept under the terms and conditions of this permit; and at reasonable times to have access to and copy any records required to be kept under the terms and conditions of this permit; to inspect process facilities, treatment works, monitoring methods and equipment regulated or required under this permit; and to sample any discharge of pollutants. 9. Availability of Reports Except for data determined to be confidential under Section 308 of the Clean Water Act and Rule 2128 (R 323.2128 of the Michigan Administrative Code), all reports prepared in accordance with the terms of this permit, shall be available for public inspection at the offices of the Department and the Regional Administrator. As required by the Clean Water Act, effluent data shall not be considered confidential. Knowingly making any false statement on any such report may result in the imposition of criminal penalties as provided for in Section 309 of the Clean Water Act and Sections 3112, 3115, 4106 and 4110 of the NREPA. 10. Duty to Provide Information The permittee shall furnish to the Department, within a reasonable time, any information which the Department may request to determine whether cause exists for modifying, revoking and reissuing, or terminating this permit or the facility's COC, or to determine compliance with this permit. The permittee shall also furnish to the Department, upon request, copies of records required to be kept by this permit. Where the permittee becomes aware that it failed to submit any relevant facts in a permit application, or submitted incorrect information in a permit application or in any report to the Department, it shall promptly submit such facts or information. 338 PERMIT NO. M10060089 Page 34 of 34 PART II Section E. Activities Not Authorized by This Permit 1. Discharge to the Groundwaters This permit does not authorize any discharge to the groundwaters. Such discharge may be authorized by a groundwater discharge permit issued pursuant to the NREPA. 2. POTW Construction This permit does not authorize or approve the construction or modification of any physical structures or facilities at a POTW. Approval for the construction or modification of any physical structures or facilities at a POTW shall be by permit issued under Part 41 of the NREPA. 3. Civil and Criminal Liability Except as provided in permit conditions on "Bypass" (Part II.C.9. pursuant to 40 CFR 122.41(m)), nothing in this permit shall be construed to relieve the permittee from civil or criminal penalties for noncompliance, whether or not such noncompliance is due to factors beyond the permittee's control, such as accidents, equipment breakdowns, or labor disputes. 4. Oil and Hazardous Substance Liability Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the permittee from any responsibilities, liabilities, or penalties to which the permittee may be subject under Section 311 of the Clean Water Act except as are exempted by federal regulations. 5. State Laws Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the permittee from any responsibilities, liabilities, or penalties established pursuant to any applicable state law or regulation under authority preserved by Section 510 of the Clean Water Act. 6. Property Rights The issuance of this permit does not convey any property rights in either real or personal property, or any exclusive privileges, nor does it authorize violation of any federal, state or local laws or regulations, nor does it obviate the necessity of obtaining such permits, including any other Department of Environment, Great Lakes, and Energy permits, or approvals from other units of government as may be required by law. 339 _I-WWRC WATER RESOURCES COMMISSIONER Jim Nash OAKLAN D COUNTY WATER RESOURCES COMMISSIONER Stormwater Engineering Design Standards Requirements, Rules, and Design Criteria for Stormwater Management April 27, 2021 340 Section I - Oakland County Stormwater Standards The Environmental Protection Agency (EPA) through the Michigan Department of Environment, Great Lakes, and Energy (EGLE) requires the County of Oakland and other regulated entities to comply with the National Pollutant Discharge Elimination System (NPDES) Phase II Municipal Separate Storm Sewer System (MS4) permit requirements. The purpose of these standards is to address Post -Construction Stormwater Runoff Controls required under this permit. These standards are a result of ongoing regional collaboration between Oakland, Wayne, Macomb and Livingston Counties with the following overall objectives: 1. Provide a comprehensive framework for managing stormwater that addresses surface water quality, channel and infrastructure protection, localized flood control and long-term operations and maintenance. 2. Incorporate design standards that control both the quantity and quality of stormwater runoff. 3. Require volume reducing Low Impact Development (LID) design measures, or Best Management Practices (BMPs), such as infiltration, preservation of natural areas, enhanced vegetation and reduced imperviousness to control runoff volume to the Maximum Extent Practicable (MEP). 4. Strengthen the protection of natural features. 5. Protect public health, safety and welfare. 6. Promote economic development using straightforward and uniform drainage standards for site development throughout Oakland County, as well as across Southeast Michigan. 7. Provide guidelines and additional resources for the selection of effective structural and vegetative stormwater BMPs for development sites. 8. Enhance the sustainability of stormwater management practices in Oakland County including performance, longevity, safety, maintenance, community acceptance, and environmental benefits. 9. Establish a framework to increase the likelihood of long-term operation and maintenance of the stormwater management practices. 10. Use the most currently published, relevant rainfall statistics. 11. Promote a consistent design process by using a set of simple equations to determine runoff rates, detention volumes, water quality treatment and infiltration requirements. 341 The Oakland County Water Resources Commissioner's (OCWRC) office will apply these standards within its legal authority and jurisdiction as outlined in the following regulations: 1. The Subdivision Control Act, Act 288 of the Public Acts of Michigan of 1967, as amended. 2. The Michigan Drain Code, Public Act 40 of 1956, as amended. 3. The Mobile Home Commission Act, Act 96 of the Public Acts of Michigan of 1987, as amended. 4. Part 31, MS4 General Permit, Water Resources Protection, Natural Resources and Environmental Protection Act, 1994 PA 451, as amended. Oakland County's MS4 permit covers regulated county stormwater systems under the jurisdiction of the OCWRC office (direct discharges to County Drains), the Oakland County Parks and Recreation Commission and the County of Oakland. The Road Commission for Oakland County should be contacted for applicable standards within their stormwater jurisdiction. 5. EGLE Wastewater Discharge Permit, Rule 323.2161a, Post -Construction Requirements. To promote consistent regional site development stormwater practices, communities and other entities responsible for the management of stormwater systems and MS4 permit compliance are encouraged to adopt these standards. Additionally, communities that operate combined sewer systems and are party to CSO permit compliance are also encouraged to adopt these standards. Local municipalities may elect more restrictive standards and when conflicting standards arise, the more stringent requirements govern. These standards establish minimum requirements for the design, construction and maintenance of stormwater systems for subdivisions, site condominiums, commercial, industrial and other development and redevelopment projects. All construction activity within the OCWRC's stormwater permitting authority will be reviewed by the OCWRC's Permitting Department to determine if the activity is regulated. The OCWRC's office will use the following applicability criteria to assist in making this determination and to clarify which stormwater standards apply to the proposed construction activity. 342 These standards shall apply to development and redevelopment projects with construction activity greater than or equal to 1 acre, or part of a common plan of development or sale resulting in a development or redevelopment activity greater than or equal to 1 acre in size. Including without limitation, clearing, grading, excavating, construction and paving, that results in an earth change or disturbance in the existing cover or topography of land, including any external demolition, modification, or alteration of a site or the footprint of a building. Common exemptions to these stormwater standards include the following: 1. Resurfacing of an asphalt, concrete, or similar surface (i.e., 'mill and fill') that does not expose the aggregate or subgrade or result in replacement of the onsite drainage system. 2. The practices of clearing, plowing, and tilling soil and harvesting for the purpose of crop production. 3. The project does not meet the development or redevelopment criteria in this standard. 4. The development or redevelopment project construction activity is less than 1.0 acre. 5. The development or redevelopment project is for one single family detached dwelling that is not part of a common plan of development. 6. The development or redevelopment project is for emergency maintenance and work performed to protect public health and safety. 7. The development or redevelopment project discharges solely to a RCOC stormwater system or right-of-way. Contact the RCOC permit staff at the Road Commission for Oakland County Official Website (rcocweb.orR) for RCOC-specific stormwater requirements. 8. Other exemptions listed herein or approved by the OCWRC office. To protect all water resources under OCWRC stormwater jurisdiction, OCWRC requires applicable standards to be implemented for development and redevelopment projects located both inside and outside the Regulated MS4 Area. Similarly, to protect all water resources under OCWRC stormwater jurisdiction, OCWRC requires applicable standards to be implemented for development and redevelopment projects regardless of whether they discharge stormwater to a MS4 or not. 343 The OCWRC office continues to collaborate with the George W. Kuhn Combined Sewer District communities in adopting Post -Construction stormwater standards to meet its Combined Sewer System NPDES permit requirements. Many of these communities have both separate and combined systems; the goal is to adopt similar Post -Construction standards that meet local and regional needs for both types of systems. Currently, the standards outlined herein are encouraged to be used in the GWK combined district; collaboration continues with a goal of adoption of these standards in both MS4 and combined sewer communities. These standards supersede all previous versions and revisions, and updates will be available on the OCWRC's website (www.oakeov.com/water) including registration information to receive revisions and updates to these standards as they become available. These standards are intended to be a living document and updated as necessary to reflect ongoing changes to climate and regulatory conditions. Before submitting a site plan for stormwater permitting, check the OCWRC website above for the most recent version of the standards. Channel Protection Volume Control (CPVC) is necessary to protect natural watercourses from increased erosion and sedimentation as a result of increased imperviousness and runoff volume as development occurs. CPVC also promotes groundwater recharge, stabilizes flow rates and baseflow in our natural watercourses, and addresses water quality control criteria (Total Suspended Solids). CPVC shall be implemented to the Maximum Extent Practicable (MEP). The required Channel Protection Volume (VcP-R) is the post -development site runoff volume from a 1.3-inch rainfall event. The following CPVC implementation process is summarized in Appendix A (Channel Protection Flowchart). 1. Implement land use practices that limit the increase in runoff volume, such as LID practices including (but not limited to) a design emphasis on naturalized areas (i.e., meadow or wooded areas vs. turf grass), reduced impervious coverage, etc. 2. Calculate the required Channel Protection Volume using the following equation: VCP_R = 4,719xCxA where: C is the post -development runoff coefficient A is the contributing area in acres VcP-R is the required CPVC volume in cubic feet (Eq. 1) 344 3. Provide adequate infiltration and/or storage/reuse BMPs, to the MEP, to provide the calculated CPVC volume. This may include (but is not limited to) bioretention, rain gardens, bio-swales, pervious pavement, cisterns, green roofs, and infiltration trenches. For water reuse BMPs (i.e., cisterns), water demand (such as gray water or irrigation water) must be established and documented to show adequate drawdown times. a. When the measured in -situ infiltration rate is above 0.5 in/hr., supplemental measures, such as subsoil amendments and/or a perforated underdrain system, are not required. b. When the measured in -situ infiltration rate is between 0.24 in/hr. and 0.5 in/hr., soils are marginally suitable for infiltration BMPs, and supplemental measures are required. Supplemental measures may include subsoil amendment, or an underdrain located at the top of the storage bed layer to maximize infiltration. c. When the measured in -situ infiltration rate is less than 0.24 in/hr., infiltration is deemed impractical, and the use of this BMP is therefore waived. When infiltration is waived, other volume -reducing LID practices must be implemented to the MEP. d. Infiltration BMPs shall completely dewater in less than 72 hours, consisting of 24-hour dewatering for the surface volume, and 48-hour dewatering of the void space (soil storage) volume. Water storage/reuse BMPs shall also be designed to fully dewater within 72 hours. 4. Pretreatment is required for all BMPs to remove fine sediment, trash, and debris to preserve the longevity and function of the BMPs. a. Common methods of BMP pretreatment include mechanical separators, sediment forebays, vegetated filter strips, vegetated swales, constructed filters, and curb cuts with sediment traps. 5. To incentivize and encourage stormwater infiltration on all sites, the provided Channel Protection Volume, (Vcp-P) can be subtracted from the required 100- year detention volume, V100o (see equations in Part G below). Upon subtracting the provided Channel Protection Volume from the required 100-year detention volume, the resulting volume cannot be less than the Extended Detention Volume (VED, see Part E below). For underground infiltration BMPs that are not easily accessible for inspection and maintenance, such as underground detention system infiltration, this Channel Protection Volume is generally not credited and will be evaluated on a case -by -case basis by the OCWRC's office. Infiltration BMPs are prohibited in areas containing contaminated soils/groundwater, wellhead protection areas, high seasonal groundwater (less than 2 feet from the bottom of the stone storage layer of the infiltration BMP to the seasonally high groundwater table) and in areas with hotspot activities and setback restrictions (foundations, property lines, drinking wells, septic fields, pavement, etc.) as defined in the standards. When any of the above adverse conditions are demonstrated, other volume -reducing LID practices must be implemented to the MEP. 345 Channel Protection Rate Control (CPRC) is necessary to protect natural watercourses from increased erosion and sedimentation as a result of increased imperviousness and runoff rates as development occurs. Channel protection rate control is based on a 2-year / 24-hour storm. The CPRC shall be implemented to the MEP as outlined below. 1. Extended Detention is required for the site's post -development runoff volume from a 1.9-inch rainfall event. This Extended Detention Volume (VEo) shall be dewatered in not less than 48 hours. 2. Calculate the required Extended Detention Volume using the following equation: VED = 6,897 x C x A (Eq. 2) where: C is the post -development runoff coefficient A is the contributing area in acres VEo is the required Extended Detention Volume in cubic feet 3. The Extended Detention requirement effectively maintains the 2-year pre -settlement peak flow rates, to the MEP, for new developments and reduces the existing 2-year peak flow rates for redevelopments. 346 Water Quality Control (WQC) focuses on limiting the concentration of Total Suspended Solids (TSS) in post -development runoff to either of the following water quality standards: 80 mg/L, or 80% TSS reduction. WQC shall be implemented to the MEP as outlined below. WQC can be achieved one of several ways: 1. Infiltration (i.e., runoff volume -reducing) or water reuse BMPs that achieve the required Channel Protection Volume (VCP-R, see Part D) meet the TSS requirements for only areas tributary to an infiltration BMP. If any areas on a site plan bypass infiltration BMPs, those areas must receive alternative TSS treatment (see below for other options). 2. Mechanical separators designed for the required TSS removal at a peak flow rate (QwQ) generated by a 1-year peak flow as calculated below: QwQ = C x I1x A (Eq. 3) where: C is the post -development runoff coefficient _ 30.2 11 (TC + 9.17)0.81 (Eq. 4) T, = Time of Concentration (minutes) maximum peak intensity (11-Max) = 2.0 inches/hour for smaller sites with time of concentration equal to or less than 15 minutes minimum peak intensity (11-Mia) =1.0 inches/hour for larger sites with a time of concentration equal to or greater than 1 hour A is the contributing area in acres QwQ is the peak flow rate for mechanical separator design in cfs 3. Sediment forebay(s), when combined with downstream Extended Detention. Forebays shall be designed with a volume equal to 15% of the Water Quality Volume (0.15 x VwQ) and capture heavy sediment at inlet pipe locations where access is provided to accommodate sediment removal equipment. The required sediment forebay volume, VF, is calculated below: VF = 0.15VwQ = 545 x C x A (Eq. 5) where: C is the post -development runoff coefficient A is the contributing area in acres VwQ is the required Water Quality volume in cubic feet 347 4. The following treatment trains are effective at meeting the OCWRC water quality requirements: a. Bioretention BMPs (infiltration), discharging to a conventional detention basin (wet or dry) b. Mechanical separator(s), discharging to a conventional detention basin (wet or dry) c. Sediment forebay(s), discharging to a conventional detention basin (wet or dry) Conventional detention basins include hydraulic controls for both VEo and V100D Detention and flood control is a critical component in stormwater design as it helps to prevent excess peak flows and reduces the likelihood of flooding downstream of a development site. The regional collaboration has resulted in the following Detention and Flood Control standards. Detention and Flood Control shall be implemented to manage the 100-year peak runoff rate for developed sites as outlined below. The allowable 100-year post -development peak flow rate (Q1ooP) shall be approved by the OCWRC office on a case -by -case basis and will be calculated one of two ways: 1. Using the Variable Release Rate (see equations below) 2. County -determined peak flow rate based on a documented County Drain flow capacity or other known downstream capacity limitations (flow rate provided in cfs/acre) Prior to commencing with site plan design, contact the OCWRC Permitting Department to confirm which of the above methods is more restrictive and will apply to your site. The chosen method to determine the 100-year post -development peak flow rate can have a significant impact on required detention pond volume. The Variable Release Rate and corresponding post -development peak flow rate are calculated as follows: QVRR = 1.1055 — 0.2061n(A) (Eq. 6) where: QVRR is the allowable release rate in cfs/acre A is the contributing area in acres The variable release rate (cfs/acre) is capped at 1.0 cfs/acre for developments 2 acres or less. For all developments equal to or greater than 100 acres, the variable release rate is 0.15 cfs/acre. Q100P - QVRR x A (Eq. 7) where: QiooP is the allowable 100-year post -development peak flow rate in cfs 348 A is the contributing area in acres If downstream capacity is insufficient for the proposed development, the developer can make improvements that may include construction of additional off -site conveyance capacity, improvements to the existing drain, acquisition of easements from downstream property owners, etc. The developer is responsible for securing all necessary easement(s) from downstream property owners and is responsible for all improvement costs. All stormwater discharges from the proposed development site shall outlet within the watershed where flows originated, unless approval is obtained from the OCWRC's office. Offsite runoff shall bypass the proposed site's stormwater system. If this cannot be achieved, detailed hydrologic and hydraulic calculations shall be provided to the OCWRC office to demonstrate no adverse impacts downstream for the 10-year and 100-year storms. When calculating the required detention volume, all on -site contributing drainage areas shall be used in the calculation. Volume stored within the forebay and extended detention area may be applied towards the required detention volume. Please refer to Appendix B for typical detention basin profiles and stormwater design calculations. The required 100-year detention volume (MOOD) is calculated as follows: 1. Calculate the total 100-year runoff volume (V100R) under post -development conditions: V10oR = 18,985 x C x A (Eq. 8) where: C is the post -development runoff coefficient A is the contributing area in acres V10oR is the post -development 100-year runoff volume in cubic feet 2. Calculate the 100-year peak inflow rate, QioolN, into the detention basin; this is the post - development peak instantaneous flow prior to (upstream of) the detention basin: Q1001N = C x I100 x A 83.3 I100 _ — (TC + 9.17)0.81 where: Q100IN is the 100-year post -development peak inflow rate in cfs C is the post -development runoff coefficient A is the contributing area in acres Iloo is the 100-year peak rainfall intensity in inches/hour (Eq. 9) Tc is the Time of Concentration for the development site in minutes (Eq. 10) 349 3. Calculate the Storage Curve Factor for the 100-year detention volume (R): R = [0.206 — 0.151n Q1001N 100P(Eq.11) where: Q100IN is the 100-year post -development peak inflow rate in cfs QlooP is the 100-year post -development peak flow rate in cfs R is the Storage Curve Factor (dimensionless) 4. Finally, calculate the 100-year detention basin size, identifying any credits to the detention basin volume to reflect the provided Channel Protection Volume (VcP-P)) V100D = w100R x R) — VcP—P where: V100D is the required 100-yr detention volume in cubic feet V10oR is the 100-year runoff volume in cubic feet R is the Storage Curve Factor (dimensionless) VcP_P is the provided CVPC volume in cubic feet KEY RULE: V100D> VED Check to verify the adjusted 100-year detention basin volume is equal to or greater than the Extended Detention Volume (VED). Under no circumstances shall the adjusted detention basin volume be less than VED. (Eq. 12) 350 Long-term Operations and Maintenance (O&M) Plans are required for County Stormwater Systems and Non -County Stormwater Systems and are summarized below. To facilitate routine inspections, all O&M requirements and documents listed below shall be incorporated into the plan set on dedicated O&M - specific plan sheets. When O&M responsibilities or requirements are modified or updated, the respective O&M Plan sheet(s) shall be updated accordingly. Countv Stormwater Systems The following MS4 Permit O&M requirements apply to all regulated County Stormwater Systems owned, operated and maintained by the OCWRC's office, the Oakland County Parks and Recreation Commission and the County of Oakland, hereafter referred to as County Departments: 1. Prior to the start of any development or redevelopment activity meeting the criteria defined in Part C: Applicability, the County Department shall obtain a Drain Permit from the OCWRC's Permitting Department. Coordination with the OCWRC's Permitting Department is recommended at the conceptual stage of development projects to ensure that permit requirements are clearly identified early in the planning process. 2. To ensure consistent perpetual O&M of the site's stormwater system and to enhance water quality protection, prior to Drain Permit issuance, the OCWRC's Permitting Department shall review and approve the County Department's site - specific Stormwater Management O&M Plan with the following requirements: a. Purpose of the plan. b. Drainage area description and details. c. Description of the stormwater system and its individual components. d. Specific short-term, intermediate and long-term maintenance tasks. e. Inspection and maintenance tasks, frequencies and responsibilities. f. Employee and contractor training requirements and responsibilities. g. Approved construction drawings including stormwater calculations, details, elevations and a location map, etc. h. Approved O&M Plan sheet(s) to facilitate routine O&M inspections. i. County Departments shall submit an Annual Stormwater Svstem O&M Summarv, for their stormwater systems, to the OCWRC's Environmental Department for County MS4 permit reporting. Individual County Departments are responsible for completing all O&M tasks and for maintaining detailed O&M tracking records for their stormwater systems. 351 Non -County Stormwater Svstems The following MS4 Permit O&M requirements apply to all regulated Non -County Stormwater Systems owned, operated and maintained by others, which directly connect to a Countv Stormwater Svstem: 1. Prior to the start of any development activity meeting the site applicability criteria defined in Part C: Applicability, a Drain Permit shall be obtained from the OCWRC's Permitting Department. Coordination with the OCWRC's Permitting Department is recommended at the conceptual stage of development projects to ensure that permit requirements are clearly identified early in the planning process. 2. To ensure consistent perpetual O&M of the site's stormwater system and to enhance water quality protection, prior to Drain Permit issuance, the OCWRC's Permitting Department shall review and approve the site -specific Stormwater Management O&M Agreement between the community and property owner. A fullv executed Stormwater Management O&M Agreement is required prior to issuance of the Drain Permit. This agreement shall consist of the following requirements which will be incorporated into the O&M Plan sheet(s): a. Legal Description: A legal description and reduced copy map to identify the land parcel(s) affected by this Agreement. This map shall be prepared for each site and must include a reference to a Subdivision Plat, parcel survey, or Condominium Master Deed, and a map to illustrate the affected parcel(s). b. Stormwater Svstem Description and Map: A location map of the entire stormwater system. This map must be prepared for each site and the scale of the map shall show necessary detail. c. Stormwater O&M Plan Sheet(s): The site -specific Stormwater O&M Plan shall include the following requirements: • Description of the stormwater system, drainage area, and its individual components. • Specific short-term, intermediate and long-term maintenance tasks. • Inspection and maintenance tasks, frequencies and responsibilities (matrix/table). • Employee and contractor O&M training requirements, certifications, and responsibilities. • BMP Details • Property owners are responsible for completing all O&M tasks and maintaining O&M records for their stormwater systems. Property Owners shall submit an Annual Stormwater Svstem O&M Summary to OCWRC's Permitting Department for tracking only. The community is responsible for enforcement of the O&M requirements as outlined in the Stormwater Management O&M Agreement and their MS4 permit. 352 d. Memorandum of Stormwater Management Operations and Maintenance Agreement: This O&M Memorandum acknowledges a perpetual requirement of stormwater system operations and maintenance, which is recorded with the Register of Deeds to put any future property owners, or interest holders, on notice of the Stormwater System and the Stormwater O&M Plan. This O&M Memorandum references the required Stormwater Management O&M Agreement, which resides with the local community to ensure consistency and periodic updates as necessary. A copy of the recorded document shall be submitted to OCWRC prior to closure of the Drain Permit. Appendix C — Stormwater Management O&M Agreement is an approved "example" agreement, however, the OCWRC office recognizes that community -specific O&M agreements, ordinances and programs may also be proposed and submitted to OCWRC for approval. When developing alternative O&M programs for consideration, the community should reference EGLE's Post -Construction Stormwater Runoff Controls Program Compliance Assistance Document (available on EGLE's website) and their MS4 permit. 353 Collecting data on site runoff characteristics is critical for OCWRC and the local review jurisdiction (if applicable) to meet ongoing EGLE permit requirements. This will be accomplished with a Land Use Summary Table, which must be included on the O&M Plan Sheet of each submitted site plan (see table below). Additionally, GIS-based site data (in the form of a shapefile) will be required as a condition of site plan approval. GIS data will be limited to key stormwater components that will require future inspection and maintenance. Land Use Summary must be included on the O&M Plan Sheet for all site plans Existing Proposed Characteristic Conditions Conditions Total Development Area (ac) Impervious Area (ac) Total Pervious Area (ac) Pervious Area Breakdown by Cover Tvpe Meadow/fallow/natural areas (non -cultivated) x.xx acres x.xx acres Predominant NRCS Soil Type (A, B, C, or D) Q � v � Improved areas (turf grass, landscape, row crops) x.xx acres x.xx acres > J Predominant NRCS Soil Type (A, B, C, or D) Wooded Areas I x.xx acres x.xx acres Predominant NRCS Soil Type (A, B, C, or D) CPVC Volume Calculated (cubic feet) CPVC Volume Provided (cubic feet) CPRC Volume Provided (cubic feet) The Professional Engineer who signs and seals this site plan certifies that the values in this table reflect the CCWRC stormwater calculations required for this development and that geotechnical investigations were performed that provide conclusive documentation that demonstrates whether infiltration (i.e., CPVC Volume Control) is practicable. Notes: • The Professional Engineer Certification Statement (see above) must be included with the Land Use Summary Table. • Areas to be shown to the nearest 0.01 acre • 'Predominant'soil type shall the soil type with the largest percentage coverage over the designated land use (e.g., 70% Soil Type B and 30% Soil Type C shall be listed in the table as 'Soil Type B") • USDA soil types cannot be used to determine site suitability for infiltration and meeting the CPVC volume standard; direct infiltration testing will be required to determine site suitability for infiltration • If CPVC requirement is waived, enter ZERO for the 'CPVC Volume Provided' • When more than one soil type exists in one area, assign the predominant soil type for that area • Use NRCS/USDA Online Soil Survey Map to determine soil type (A, B, C, or D): httns://websoilsurvev.sc. eaov. usda. aov/Apo/HomePaae. htm 354 In addition to the Land Use Summary table, the applicant must include the following stormwater system information in the submittal: 1. Project name 2. Project location 3. City / Township / Village name 4. Applicant name and contact information 5. Engineer and owner names, including contact information 6. Description of work and other relevant information 7. Stormwater Design Narrative (separate document), consisting of the following minimum components: a. Summary of the proposed stormwater management system b. Geotechnical investigations (e.g., soil borings, infiltration tests, and/or an Environmental Site Assessment) NOTE: the stormwater review cannot be approved without the submittal of in -situ soil characteristics and/or evidence of existing soil contamination; this information is necessary to determine whether the Channel Protection Volume Control standard will be required. c. All stormwater calculations, including a list of all assumptions, site characteristics, and other information to support the calculations. d. If mechanical separators are to be used, include all vendor certifications for unit sizing and TSS removal efficiencies. e. Figures/schematics of the stormwater management system, including clear references to existing wetlands, floodplains, woodlands or other protected natural features. f. Outlet hydraulic calculations, including (if requested by the OCWRC) calculations and certifications for the hydraulic capacity of the receiving system. g. Operations & Maintenance (O&M) Plan for all proposed stormwater components (collection system, water quality treatment, infiltration, extended detention, and flood control) shall be included on the O&M Plan sheet(s). 8. Construction plans developed in accordance with OCWRC requirements 9. Executed Stormwater Management O&M Agreement 10. Recorded Memorandum of Stormwater Management O&M Agreement 355 A final component of the site plan review process is the submittal of a GIS shapefile containing, at a minimum, the layers listed below, which consist of points and polygons that reflect the key components of the stormwater system. This information will be provided only after the technical review is completed. The GIS shapefile must reflect the final approved design and include the following layers (use the layer naming conventions listed below for ease of storing and tracking the GIS data): 1. Development Site —Area (ac), GIS area polygon (DSA-1, DSA-X) a. This area should reflect the entire area for which the stormwater system is designed 2. Site Discharge Point(s), GIS points (D-1, D-2, etc.) a. These points should reflect the location of each site discharge point; this is typically the point of connection to a County Drain, city storm sewer, or other drainage feature downstream of the detention basin discharge structure 3. Dry Detention Basins, GIS area (ac) polygons (DBASIN-1, etc.) a. The polygon should reflect the detention basin footprint up to and including the berm and any associated maintenance buffer 4. Wet Detention Basins, GIS area (ac) polygons (WBASIN-1, etc.) a. The polygon should reflect the detention basin footprint up to and including the berm and any associated maintenance buffer 5. Retention Basins (no outlet), GIS area (ac) polygons (RBASIN-1, etc.) a. The polygon should reflect the detention basin footprint up to and including the berm and any associated maintenance buffer 6. Sediment Forebays, GIS area (ac) polygons (Forebay-1, etc.) a. The polygon should reflect the detention basin footprint up to and including the berm and any associated maintenance buffer 7. Mechanical Separators, GIS points (MS-1, etc.) a. The points can be placed at a maintenance access point for each structure. If multiple mechanical separator units are proposed, create a point for each unit. 8. Bioretention — GIS area (ac), GIS polygons (BR-1, etc.) a. The polygon should reflect the bioretention footprint including any maintenance or safety buffers 9. Bioswales — GIS area (ac), GIS polygons (BS-1, etc.) 10. Porous Pavement —GIS area (ac), GIS polygons (PP-1, etc.) 11. Cisterns/Rain Barrels, GIS points (RB-1, etc.) 356 SEPTEMBER 1, 2021 AGENDA ITEM NO. 18 ADMINISTRATION To: Chairman McGillivray and Commission Members From: Susan M. Wells, Interim Executive Officer James Dunleavy, Chief of Park Operations & Maintenance — N. District Subject: Motion — To approve Temporary Liquor License for the Oakland County Fair Board for the Fall Michigan Antique Festival INTRODUCTION AND HISTORY The Michigan Antique Festival is planned for October 8-10, 2021, Staff and the Oakland County Fair board are excited to have this event back at Springfield Oaks after needing to cancel in 2020 because of the pandemic. Per the Oakland County Parks and Recreation rules and regulations, The Oakland County Fair Board is requesting to sell alcohol at Springfield Oaks County Park during the Fall Michigan Antique Festival. STAFF RECOMMENDATION Staff recommends the Commission approve the temporary liquor license for Fair Board to sell alcohol at the Fall Michigan Antique Festival, to be held at Springfield Oaks County Park October 8-10, 2021. ATTACHMENTS 1. Request letter from The Oakland County Fair Board. MOTION Move to approve the temporary liquor license for The Oakland County Fair Board to sell alcohol at the Fall Michigan Antique Festival, to be held at Springfield Oaks County Park October 8-10, 2021. 357 �r �, ice OAKLA ak- Oakland County Fair 12451 Andersonville Rd., PC) Box 365 Davisburg, MI 48350 Phone: (248)634-8830 Fax: (248) 634-4237 2019.2020 Board of Directors August 5, 2021 President Dear Chairman McGillvaray and Commissioners: Loren Hotchkiss The Oakland County Fair Board is requesting permission from the Oakland County Parks and Recreation Commission to obtain a temporary liquor license for one events to be held at - Terri Bumett Springfield Oaks County Park in 2021. This event is the Michigan Antique Festival October 8-10. Sale times for the Antique Festival would be Friday and Saturday 11 am- 7pm and 12- 5 pm on Deborah Kayga Sunday. Treasurer We are excited to have such events back at Springfield Oaks County Park after needing to Chelsie Marshall cancel them for the pandemic. As these events return we hope it will bring several thousand people to the grounds and the surrounding area businesses, as they re-establish themselves as Di;ectois annual events here in Davisburg. Jennifer Angus Lori Bosetb The sale of craft beer would tie into the local feel and artisan nature of this event. These sales MaryAnn Floyed would be a fundraiser for the fair. The commission has previously approved similar Kelly Fuller alcohol sales to benefit our fair. Debbi Gallo Ryan Hart The Oakland County Fair Board, as in the past, would meet all the insurance and other Ted Kenyon requirements set forth by the commission. We will uphold the high standard of the Oakland Melanie Peterson County Parks. Fay Preston Please feel free to call or email me with any questions. Galen Ressler Ken Roberts Thank you, Chris Sardo Ashley Saunders Jackie Scramlin L.C. Scramlin General Manager General Manager L C Scramlin Fair Mission The Oakland County d-H Fair Associations' mission is to provide a public educalianal Shaw ase of our youth through hands -an experience wilh exhibits, demonstrations, and presenlations as young people develop life skills in a family almosphere. 358 SEPTEMBER 1, 2021 AGENDA ITEM NO. 19 ADMINISTRATION To: Chairman McGillivray and Commission Members From: Susan M. Wells, Interim Executive Officer James Dunleavy, Chief of Park Operations & Maintenance — N. District Subject: Motion — To approve Temporary Liquor License for DRAW — Clarkston State Bank Back Roads Half Marathon INTRODUCTION AND HISTORY Staff is very excited to be working with the promoter of the Clarkston State Bank Back Roads Half Marathon. This will the 9tn year for this annual event. The race starts and ends at Independence Oaks County Park. We have recently received a request for DRAW (Disaster Relief At Work, Inc.) to serve Alcohol at the Clarkston State Bank Back Road Half Marathon in support of their Disaster Relief At Work Program, for November 14, 2021, DRAW is a 501(c) (3) dedicated to providing relief services to communities hit by natural disasters. Per the Oakland County Parks and Recreation rules and regulations, DRAW is requesting to sell alcohol at Independence Oaks County Park during the Clarkston State Bank Back Roads Half Marathon. STAFF RECOMMENDATION Staff recommends the Commission approve the temporary liquor license for DRAW (Disaster Relief At Work, Inc.) to sell alcohol at the Back Roads Half Marathon, to be held at Independence Oaks County Park November 14, 2021. ATTACHMENTS 1. Request letter from DRAW. MOTION Move to approve the temporary liquor license for DRAW to sell alcohol at the Clarkston State Bank Back Roads Half Marathon, to be held at Independence Oaks County Park November 14, 2021. 359 DISASTER RELIEF AT WORK www.drawbuckets.org i nfo(a).d rawb u ckets. ora. 1556 N. Telegraph Drive Pontiac, MI 48340 EIN:45-49000831 Dear Members of the Oakland County Parks and Recreation Commission: We are requesting permission for the sale of alcohol at Indendence Oaks on November 14, 2021 for the Clarkston State Bank Back Roads Half Marathon. We will be obtaining a liquor license through the Michigan Department of Licensing and Regulatory Affairs Liquor Control Commission (MLCC). DRAW (Disaster Relief At Work, Inc.) is a 501(c)(3) nonprofit (45-4900831) dedicated to providing relief services to communities hit by natural disasters. DRAW was started with a singular premise in mind: A natural disaster is one of very few times in the human experience where a person or family goes from everyday life to rock bottom instantly. Since our inception in 2012, DRAW has responded to 10 major disasters per year, on average. Please let me know if you have questions regarding this request. Thanks so much for your time and consideration. I can be reached at 864 569 6249 or greg@drawbuckets.org. Sincerely, Greg Martin Director DRAW 360 1. Upcoming OCPR Commission Meeting and OCPRC Executive Committee Meeting Dates: At this point, the next OCPR Commission meeting will be Wednesday. October 6. 2021 at 2:00 p.m. at the Parks and Recreation Administration Buildinq, 2800 Watkins Lake Rd, Waterford, MI 48328. The next OCPRC Executive Committee meeting is scheduled on Monday. September 13, 2021 at 1:00 p.m. This will be a teleconference meeting. 2. OCPR Upcoming Events: See Attached List 3. Communications and Marketing: Attached to this report is a Communications and Marketing and Marketing Media Report on Oakland County Parks and Recreation from Desiree Stanfield, Supervisor — Marketing and Communications. 4. 2022 Annual Vehicle Permits: The 2022 Annual vehicle permits will go on sale Monday, September 27th. This includes the free vehicle permit given to seniors, veterans and individuals with a permanent disability who live in Oakland County. 5. OCPR/HCMA News: Oakland County Parks will be participating with HCMA on their program focusing on swimming lessons for youth. We will have someone on the planning committee to represent OC Parks. 6. OCPR Grant Program Schedule: Staff has updated the schedule for the rollout of the OCPR Trailways and Park Improvements Grant Programs. After reviewing the programs with Oakland County Economic Development staff, OCPR staff are going to re -work the applications and process to streamline and simplify based on other county -run grant programs. The application materials and grant guidance will now come to the Commission for their approval in October. An updated timeline is below. • April 2021: OCPRC review and discuss Millage Initiatives Funding Policy, grant program criteria and process, provide feedback for staff • May 2021: OCPRC approve Millage Initiatives Funding Policy, grant program criteria and process • July - September: Develop digital application process with Oakland County IT • September: On -board Project Advisor — Community Outreach & Grant Management • September - October: Initial Community Outreach —set up a grant web page with basic information, send informational "head's up" e-mail to CVTs • October 1, 2021: Beginning of FY2022 budget year • October 6, 2021: OCPRC review and approve grant application materials • October 18, 2021: Launch web page with grant -related materials and application information and links • November 1, 2021: Open Laserfiche application • Week of November 15, 2021: Hold virtual meeting for potential grantees to review grant programs and answer questions • January 14, 2021: Grant applications due into Laserfiche by 5:00 p.m. • Grant applications reviewed by staff — January 17 — March 4, 2022 • Review and award recommendations made to AMT — March 8-15, 2022 • AMT recommends awards to Parks Commission — April 2022 • OCPRC Approval and Execution — May 2022 • Grant agreements sent out — May/June 2022 — Grant period: June 1 — May 31 361 Active Adults September 15 Fireside Chat -Waterford Oaks Lookout Lodge (Virtual Option) Groveland Oaks September 3-5 Labor Day -(Not) Workin' for the Weekend September 17-18 Haunted Hallows I September 24-25 Haunted Hallows 11 Nature/Interuretive Programs Fieldtrips & Birthday Parties September 11 Quinn's 4' Birthday Party — Red Oaks Nature Center September 11 Ben's 7`h Birthday Party — Wint Nature Center September 25 Joey & Tommy's Birthday — Red Oaks Nature Center Homeschool Series September 9 Nature Neighbors — Red Oaks Nature Center September 14 Nature Neighbors — Wint Nature Center Public Interpretive Programs September 10 Morning Munchkins — Red Oaks Nature Center September 10 Trail Hikes by Appointment — Wint Nature Center September 11 Trail Hikes by Appointment — Wint Nature Center September 12 Grandparents Day — Wint Nature Center September 17 Trails Hikes by Appointment — Red Oaks Nature Center September 18 Trails Hikes by Appointment — Red Oaks Nature Center September 24 Nature Fit: Bat Walk — Red Oaks Nature Center September 26 Magnificent Magical Monarchs Red Oaks Nature Center I:Z19i September 15 Ferndale — Red Oaks Nature Center September 18 Farmington Farmers Market — Red Oaks Nature Center Virtual Series & Self Led September 18 Rock Out - Wint Nature Center Mobile Recreation September 2 Stage (2): Arts Beats & Eats Downtown Royal Oak September 3 Bus: Wedding Shuttle Royal Park Hotel September 4 Carnival Package: OCPRC - Groveland Campground September 5 Carnival Package & Festival Package: OCPRC - Addison Oaks Campground September 5 Axe Throwing, Festival & Carnival: Franklin Hills Labor Day Event Country Club September 9 Stage: Oak Park P and R David Shephard Park September 10 Stage: Royal Oak Farmers Market September 10 Mini-Fest.: Paint Creek Ctr Arts & Apples Rochester Municipal September 10 Bus (2) Wedding Shuttle Addison Oaks September 11 Stage: Holly DDA Holly Days September 11 Mini-Fest.: Paint Creek Ctr Arts & Apples Rochester Municipal September 11 Climbing Tower: OCPRC - Waterford Market Food Truck Rally September 11 Festival Package: Waterford P & R Big Wheels Town Hall 362 September 11 Festival Package: Gerling, Melissa Block Party Lot Adjacent September 12 Mini-Fest.: Paint Creek Ctr Arts & Apples Rochester Municipal September 16 Stage: Oakland Community Health Network Annual Recovery Celebration September 16 Bus: MR -PA Field Trip September 16 Axe Throwing, Archery, & Carnival Games Older Person Comm Oktoberfest September 17 Archery: West Bloomfield Event Marshbank Park September 17 Festival Package: South Lyon Movies in McHattie Park September 18 Stage: Golling Buick GM Car Show Golling Buick September 18 Stage: Lincoln Park DDA Celebration September 18 Carnival Package: OCPRC — Campground Groveland September 18 Festival Package: Oakland Twp P & R Goodison Good Tyme Bear Creek Nature Park September 18 Stage: Wixom DDA Block Party Pontiac trail and old Wixom September 19 Climbing Tower: Ferndale Police Open House September 24 Stage: Notre Dame Prep Football September 24 Stage: Royal Oak Farmers Market September 24 Bleachers: South Lyon Area Pumpkin Fest. September 25 Stage: Brandon Twp Parks and Rec. Septemberfest September 25 Carnival Package: OCPRC - Campground Groveland September 25 Obstacle Course: Orion Twp P & R Fall Festival Camp Agawam September 25 Climbing Tower: MILFORD P & R Fall Picnic Central Park September 25 Climbing Tower, Stage, Tents, & Light Towers: Oakland County Brooksie Way September 26 Carnival Games: Springfield Twp P&R Oaks on the Road, Bugs Life September 29 Bus: OAKLAND Community Health Network Lansing Trip September 29 Bus: Oxford Twp P & R Senior Trip Oakland Countv Farmer's Market September 4 Yoga at the Market September 4 Tai Chi at the Market September 8 Gleaners Community Food Bank Mobile Pantry September 16 Yoga at the Market September 19 Community Garage Sale September 22 Gleaners Community Food Bank Mobile Pantry Special Events September 17 Recreation Revealed -Red Oaks September 18 Haunted Hallows-Groveland Oaks September 24 Recreation Revealed -Waterford Oaks September 25 Haunted Hallows-Groveland Oaks September 26 Oaks on the Road -Springfield Township September 26 Brooksie Way -Rochester Hills Springfield Oaks Wednesdays Ellis Barn Tours September 3-5 Ellis Barn Wedding September 3-5 Activity Center Wedding September 9 Ferndale Service Club Outing September 10 ASBE Outing September 10-12 Ellis Barn Wedding September 10-11 Activity Center Wedding September 12 Golf Outing 363 September 12 Carousel Hall Wedding September 14 Grand Hall Dog Practice (every Tuesday beginning 9/14) September 15 Grand Hall Mighty Mutts September 17-18 Holly Cross Country Meet (run by Fair) September 24-26 Ellis Barn Wedding September 24-26 Activity Center Wedding September 24-25 Dog Show September 27 Flint Metro Girls Tournament September 27,29 Pickleball Volunteer Opportunities September 17-18 Haunted Hallows I September 24-25 Haunted Hallows II Archery n, Independence Oaks September 7 Beginner & Intermediate Archery Classes September 14 Beginner & Intermediate Archery Classes September 19 Scout Field Trip Wed, Thurs & Fri Open Archery 364 Communications • • Marketing 0MAKLAND SEPTEMBER REPORT 2021 COUNTY PARKS GreatDarks for Great People The following is an update provided by Desiree Stanfield, Supervisor - Marketing and Communications: 14 E-marketing Messages 4 n r 4 News Releases • Make the most of summer with Oakland County Parks and Recreation, July 29 Design Initiatives: • Designed two interpretive signs for Normandy Oaks Park • Revised park maps for Lyon Oaks Wayfinding system upgrades • Designed content for the following projects/events: Oakland Uncorked 2021 at the Oakland County Farmers Market; Parks Employee Survey flyers; Annual Vehicle Permit 2022 collateral; OCFM Arts & Crafts Show; and OCFM Food Truck Rally. Advertising: • MetroParent Pulse digital edition about fall camping, July 26. The e-newsletter is delivered to 22,000+ MPP subscribers. • EdibleWOW ad for about fall flowers, produce at the Oakland County Farmers Market, July 22. The magazine distributes 12,000 copies to its networks in Southeast MIchigan. • Ad for Michigan Gardener magazine about fall flowers, produce at the Oakland County Farmers Market. The magazine reaches 70,000+ garden enthusiasts throughout Southeast Michigan. • Michigan RV & Campgrounds: Full page, two 1/4-page and leaderboard ad for Groveland Oaks and Addison Oaks campgrounds. The 2022 directory is the official publication of the Michigan Association of Recreation Vehicles and Campgrounds. 100,000 copies distributed annually at RV shows and Michigan Welcome Centers, and including targeted marketing to 25,000 consumers directly interested in the RV and camping industry. r L OF + Wrote and distributed 33 e-marketing messages. The topics highlighted items for the nature centers, hiring initiatives, farmers market, campgrounds and summer programs. These e-marketing messages were delivered to 222,384 recipients as follows: • Raise your own black swallowtail caterpillar - 8,303 recipients • TrailBlazer program heads to Orion Oaks - 8,032 • Join us for lunchtime yoga - 5,890 • Springfield Oaks is hiring - 4,516 • Use a solar telescope to look at the sun - 8,235 • Carol Bacak-Egbo to host Trailside Chat - 6,077 • Springfield Oaks is hiring - 4,517 • Join us for Family Market Day! - 9,418 • Get your steps in during TrailBlazer program - 6,118 • Newsbreak - July 23, 2021 - 623 • Family Market Day is TOMORROW! - 9,414 • Interested in archaeology? - 6,138 • Ever heard of a toadbug? - 9,642 • Join a free, virtual cooking class - 5,456 • See what nature -based technology is all about - 6,860 • Learn about habitats at Catalpa Oaks - 6,129 • Know any disappearing towns? - 6,080 • Free lifeguard assessment available - 9,372 • Register for Morning Munchkins - 6,864 • Create your own school supplies - 7,843 • Design a masterpiece - 9,633 • Free lifeguard assessment available - 9,368 • Time for yoga and tai chi - 5,768 • Ready to walk? - 6,163 • Rediscover our rural roots - 6,136 • We're inspecting insects - 6,401 • Operational changes at our campgrounds - 1,888 • Newsbreak - Aug. 6, 2021 - 623 • Operational changes at our campgrounds - 6,812 • Enjoy summer on the trails - 7,952 • Free food distribution Wednesday - 8,281 • Register for the Puddle Jumpers program - 9,629 • We're celebrating grandparents! - 8,203 HOLLY OAKS • ,,tv � '7 0 Primary Facebook OCFM Facebook Holly Oaks Twitter Instagram Follows Follows Facebook Follows Followers Followers 26,580 12,966 10,859 6,947 2,994 0 00 Social Media: July was National Park and Recreation Month! Each week on Facebook and Twitter, we posted videos featuring Oakland County Parks and Recreation staff. The first week was all about Groveland Oaks, the second week featured Orion Oaks Dog Park, the third week highlighted the Recreation Programs and Services team, and the last week was focused on staff at all of the facilities that make up Red Oaks County Park. We wanted to showcase the passion that the OCPR team has for parks! Throughout the month, we also asked our social media audience to share their memories from our parks. In between promoting this special month, we also featured all of the programs taking place at the parks, promoted the Oakland County Fair throughout the entire 10 days, and recognized national holidays such as National Hammock Day and National Waterpark Day. ❑awmwi Bounty Park&arld Wred#Ian ... PIIIJICAH-11 ki}• 19 lily 31 al is}¢ PM •� 7WDd 's t* td51; of NdtWnai Pprk i)na FlWOI;h4n Norm Guk our pinkS pr47d51c ovidoor 0d%*r1kurs5 throu�hp4lf th{•en ire- y r. DL.W Oakland County Parilis and Recreation temp is dedcatmd fo proy ding all residents qualityfecreatiorn P*eriencesthat encotrage heallhyr W&L5tyle�c, 9upporl economic proWerRy4 promote the ikro%Ctlon of AAkurdt rft0L.M *nd li!rth8eh4o 11ho "lily 01 IXf 1hrWgh.Xd ltoaklardcounty. lbdayr we're hiokghting mcd Uaks Nature Ccr*hcr, tie# {fake roil Caurs..- See mare Oakland County Farmers Market z Oakland County Parks and Zecreafion P..bli Avd by Amon& Sable 9 117 10 Aa �•• A few highlights from day jf of the Oakland Canty Fair' loin us now through July 18 at Springfield Daks County Pak Details. hltp lktakfair.prrd{, The fair is featuring_ lid Mister Grab - Hermit Crab Races # d t3411000 ArtiSt Show iq,b High plve perforrndnces a Stilt Walker Radng Prigs Miracle of Birth Barn W Butterfly Exhibit s Fair food Big Rock Amusements carnival �* Livestock arld more! You won't want to miss it! The Oakland County Farmers Market Facebook page has been focused on spreading the word about the vendors who are at the market and the events that are happening such as Yoga at the Market, the Family Market Day, Gleaners Community Food Bank distribution days and the Gleaners' Cooking Matters program. We also highlighted different vendors throughout National Farmers Market Week, to remind patrons of the hard work that goes into being a business at the farmers market and why farmers markets are an important part of communities. w � � 366 Holly Oaks ORV Park The Holly Oaks ORV Park Facebook page kept all park patrons updated after the rain we received in July, which created some issues at the park, causing some areas to be closed. Once they were reopened, posts were published to let park users know. Holly Oaks.ORV Park ... Publishea tyAmanda Sable * -.truly 29 at3:50 PM $ Check INsouk! Thank you For your pallencewlith the severe storms that ranraged southeastern W h{gan last Saturday. We experienced severe wajhautr. that washed away roads, trails and hillsides. Staff worked diligently to repair routes for safe teal irthrough the park and there Is plenty of newobstaoes mother Nature created For us all to ptay on. we are stlU pumprrg ar16 Cryiii'bg out the &am Tub Ring Track and that will remain dosed ror this weekend. All ether areas are npen- Be careful of the water depths and washouts_ Advertising Hilly Oaks ORV ftrk ... NoEhAd b}'.Mardi SablA9- Aupp� i 5it 2!53 PM -QP All arras aF the park we men -- even The fiakhkub ring track) Our skaFr warped bawd tQ cart the track A-er all the raIP, lQ hope you enjoy It Learn about tickels, ho^ toles and mane at our w*bslte,. hitps;?f3it1YJ'2Q DlSP?. Make a Reservation For relaxation - Make plans now for a camping trip to one of Oakland County Parks and Recreation's campgrounds Campers enjoy a popular Campground Recreation Program featuring activities, "is Addison Oaks Campground -near Rochester. MI Groveland Oaks Campground Poq -near Holly, MI L-ted u-s frm HUIHJ 0010 ORV Pork ©Call 246-858-1400 for reservations Michigan Gardener Magazine 2022 MARVAC Camper Directory 367 Print and Digital Media Exposure: WCRZ-FM USA Au¢ 6 9:21 am Michigan Patch.com Nikki Gaskins Patch Staff USA Au¢ 10 1:50 om 10 MI Beaches That are Closed or Have Contamination Advisories Free Document Shredding Event For Oakland County Residents Pontiac Lake - Pontiac Recreation Area - Closed Crooked Lake - residents can take advantage of free document shredding on Monday, Independence Oaks County Park - Closed Lake Callis - Lake Callis Aug. 16 at Catalpa Oaks County Park from 9-11 a.m. If you can't make Davison - that FOX 2 Detroit News Amber Ainsworth USA Au¢_ 10 10:37 am Things to do this weekend in Southeast Michigan featured? Email me at amber.ainsworth@fox.com. Michigan Taco Fest Springfield Oaks County Park in Davisburg Friday, Aug. 13 from 4-9 p.m. Deadline Detroit USA Ana 8 10:12 om 10 Michigan Beaches Are Closed or Under Bacteria Contamination Warnings to high bacteria levels due to wildlife. Crooked Lake, Independence Oaks County Park - Closed since July 27 due to high bacteria levels Oakland County Moms USA Au¢ 8 7:51 om Calendar troy community center events troy events troy family aquatic center events troy historic village events troy stage nature center events The Oakland Press Kathv Blake USA Au¢ 6 3:52 vm Oakland County community calendar Aug. 8 and beyond a different Oakland County Park each week during the TrailBlazer Summer Walking Series, 7-8 p.m. Aug. 10 at Independence Oaks County Park. Detroit Free Press USA Au¢ 6 3:50 Dm 10 Michigan beaches closed due to high levels of bacteria Youth Pontiac Lake: Pontiac Recreation Area Crooked Lake: Independence Oaks County Park Kent Lake: Kensington Metropark, Maple beach Lake The Oakland Press Stevhen Frve USA Aug 6 3:33 om Hot days ahead: Relief found at the Red Oaks Waterpark Scenes from the Red Oaks Waterpark in Madison Heights, where hundreds go each day to beat the heat. Scenes from the Red Oaks Waterpark in CBS Detroit Sara Powers USA Aug 6 12:12 vm 10 Beaches In Michigan Closed Due To High Bacteria Levels Lake - Pontiac Recreation Area (Oakland County) Crooked Lake - Independence Oaks County Park (Oakland County) Lake Callis - Lake Callis ( Neighborhood SEEN USA Au¢ 5 6:16 vm 8 Things to Do in Metro Detroit This August Taco Fest, presented by Canterbury Village Events and happening at Springfield Oaks County Park. Enjoy three straight days of 30+ taco Radio.com Marisa Jenkins USA Aug 5 10:21 am 10 Michigan beaches closed due to high levels of e. coli bacteria - Pontiac Recreation Area - Oakland County • Crooked Lake - Independence Oaks County Park - Oakland County • Lake Callis - Lake Callis - Oakland Countv Times USA Au¢ 4 6:55 vm Rare White Monarch Graces Orion Oaks Park (video) • Oakland County Times had not heard of any. Those who are enjoying the details of nature are reminded to stay on the trails, as that are of the park is a known Crain's Detroit Business USA Au¢ 4 1:15 vm Restaurant Roundup: Milford House closes I Taco Fest returns I D'Luxe cookies debut in Davisburg If you like tacos, you'll want to head to Springfield Oaks County Park in Davisburg next weekend. The second annual Taco Fest, Florida Patch.com Release Desk USA Tu128 10:53 am Orange County Regional History Center Blog: Making Waves At Wet `N Wild manager Eric Reickel built at Waterford Oaks, Mich., for Oakland County Parks and Recreation. Logistics for Millay's new water park quickly Sherman Publications Wendi Reardon USA Tul 28 9:03 am A Look Back for July 28, 2021 way for Independence Township residents to celebrate than to visit Independence Oaks County Park right off Sashabaw Road. `A love affair Oakland Countv Moms USA Tul 2712:00 am Haunted Houses Metro Detroit 2021 have no announcements to reopen September 2019 - Oakland County Parks / Addison Oaks County Park won't be hosting Boo Bash haunted camping Oakland Countv Times USA Tul 25 11:02 om Oakland County Fair Sees Crowds Return, Celebrates 50 Year Anniversary . Oakland County Times been a real Celebration. For 50 years the Fair has been here on Springfield Oaks County Park- and we've been giving out things in 50's from Auburn Hills Chamber of Commerce USA Tul 22 11:59 vm Oakland University professor conducting pollinator surveys in Oakland County parks County and are supported by Oakland Township Parks and Recreation as well as Oakland County Parks. These research efforts involve Oakland Detroit Legal News USA Tul 22 6:13 am Oakland County offers COVID-19 vaccine at popular destinations of residents ages 16 years and older. They include: • Oakland County Farmers Market in Waterford on July 24. Orchard Lake Fine Art Show 368 Model D David Sands USA Jul 21 11:26 vm The DNR turns 100 this year. Here's how it's shaped Southeast Michigan's natural areas. play a critical role in keeping the state park system on stable footing. Holly Oaks ORV Park in Holly. "We've been falling behind and know Detroit Free Press (Premium) Christina Hall USA Jul 21 10:48 am Genesee County woman wins $1 million prize in MI Shot To Win COVID-19 vaccine lottery at upcoming community events and destinations, such as the Oakland County Farmers Market in Waterford and the Best Western Premier Hotel in Sherman Publications Matt Mackinder USA Jul 21 10:37 am Upper Bushman Lake earns designation from county . Among them is Upper Bushman Lake, a 32-acre lake in Independence Oaks County Park that has once again received a catch -and -release -for - all Detroit Leal News USA Jul 21 6:44 am Family and Senior Market Days promote healthy eating in Oakland County will include a variety of activities for families and seniors, including Tai Chi, Oakland County Parks inflatables, raffles, and prizes. The Auburn Hills Chamber of Commerce USA Jul 20 11:59 vm Pontiac Community Foundation Hosts Open Streets Program for our partners at Molina Healthcare, Oakland County Parks, Sheriff PAL Oakland County, Pontiac Youth and Recreation, and The City of Oakland Countv Times USA Jul 17 11:36 vm Places to EXPLORE in Oakland County . Oakland County Times Train Mural Lyon Township Lyon Township Library Madison Heights Red Oaks Nature Center Novi Lakeshore Park Oak Park Victoria Park Trivsavvv Laura Sternbere USA Jul 17 6:41 am Guide to Metro Detroit Beaches and Parks of M-24 (Lapeer Road). 10 of 17 Leonard: Addison Oaks County Park Michigan.org 369