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2016-48
1 t LAKE COUNTY WATER AUTHORITY STORMWATER GRANT PROGRAM AGREEMENT TO FUND CLERMONT'S WEST LAKE WETLANDS AND POND FACILITY THIS AGREEMENT is made and entered into by and between the LAKE COUNTY WATER AUTHORITY, whose address is 107 N Lake Avenue, Tavares, FL 32778-3119 (hereinafter referred to as the "Authority") and THE CITY OF CLERMONT, whose address is 685 W Montrose Street, Clermont, Florida, 34711, (hereinafter referred to as "Grantee" or "Recipient"), a body of local government within Lake County, Florida, to provide financial assistance for the West Lake Wetlands and Pond Facility WITNESSETH WHEREAS, the Authority, is authorized and governed by Chapter 2005-314, Laws of Florida, for the purposes, among others, of controlling and conserving the fresh water resources of Lake County, preserving, protecting, and improving the fish and aquatic wildlife of the county, and protecting the freshwater resources by assisting local governments in the treatment of stormwater runoff, and WHEREAS, the reduction and ultimate elimination of untreated stormwater into our public waterways will ultimately benefit the ecology of our waterways and the residents and tourists that use them, and WHEREAS, it is desirable for the Authority to assist the local governments of Lake County in a coordinated effort through the provision of grant funds to reduce the influx of untreated stormwater into the publicly owned waterways of Lake County, and WHEREAS, the Grantee's project consists of improvements to West Lake by increasing its storage capacity and enhancing its wetlands along with other water quality treatment devices that together will ultimately reduce the nutrient loading to Lake Minneola, hereinafter referred to as the "PROJECT", and WHEREAS, the Authority considers Grantee's PROJECT worthwhile and desires to assist Grantee in the funding of the PROJECT NOW, THEREFORE, the Authority and Grantee, in consideration of the mutual terms, covenants and conditions set forth herein, agree as follows In consideration of the mutual benefits to be derived here from, the Authority and the Grantee do hereby agree as follows 1 The Grantee does hereby agree to perform and/or construct its PROJECT, in accordance with the terms and conditions set forth in this Agreement, Attachment A, Grant Work Plan, and all attachments and exhibits named herein, which are attached hereto and incorporated by reference For purposes of this Agreement, the terms "Contract" and Page 1 of 7 "Agreement" and the terms "Grantee", "Recipient" and "Contractor", are used interchangeably 2 This Agreement shall begin upon the date it has been executed by both parties, and terminate no later than thirty-six (36) months thereafter The Grantee shall not be eligible for reimbursement for any work performed or land purchased prior to the date this Agreement has been executed by both parties This Agreement may be amended to provide for additional services if additional funding is made available by the Authority 3 A For the improvement of water quality in the receiving Lake County waterbody by the Grantee under the terms of this Agreement, the Authority shall provide grant monies to the Grantee, on a cost reimbursement basis, in an amount not to exceed $643,030 (Six Hundred Forty-three Thousand Thirty Dollars), or 25% (Twenty-five Percent) of the PROJECT costs, whichever is less, for a portion of the Grantee's water quality enhancement PROJECT, outlined in Attachment A, Grant Work Plan The parties agree that the Grantee is responsible for providing at least a minimum match of$1,929,090 (One Million Nine Hundred Twenty- nine Thousand Ninety Dollars), or 75% (Seventy-five Percent) of the grant funded water quality enhancement portion of the PROJECT described in Attachment A Regardless of the amount of this grant, expenditures by Grantee which are determined, in the sole discretion of the Authority, to be unrelated to the enhancement of water quality in the receiving waterbody, will not be funded or reimbursed by the Authority The 35% potential increase in impervious area will be subtracted from all invoices prior to calculating the 25% reimbursable by the Grantee (1)Payments shall further be conditioned upon the following i That funding from the Authority shall only be applied toward the portion of the project that treats the existing impervious areas and not future development, nor shall the Authority fund the redistribution of flows from existing retention areas that are proposed to be eliminated or reduced, ii That Grantee shall pay its pro-rata share of the PROJECT as outlined in this Agreement, iii That Grantee shall provide the Authority the necessary invoices and other documentation sufficient to evidence that Grantee has incurred the actual expense, iv That Grantee shall provide the Authority written verification, provided by a person duly authorized by Grantee to so verify, that Grantee has incurred the actual expense, v That Grantee shall provide sufficient evidence to demonstrate that the reimbursable expenses are directly related to the water quality enhancement portion of the PROJECT (2) If Grantee does not expend its pro-rata share of the cost for the work performed as set forth in this Agreement, the Authority will make payment Page 2 of 7 only in a lesser amount which is proportionate to'that which Grantee has expended and for which it has provided the appropriate support documentation to the Authority in accordance with this Agreement a The Authority shall make reimbursements to Grantee within thirty (30) days of timely submitted invoices by Grantee, complete with the appropriate support documentation and any additional information requested by the Authority, which shall be submitted to the Authority at the following address LAKE COUNTY WATER AUTHORITY 107 North Lake Avenue Tavares, Florida 32778 b Grantee shall not use any Authority funds for purposes not specifically identified in the Grant Work Plan c The Authority shall have no obligation to reimburse Grantee for any costs under this Agreement until construction of the PROJECT has been completed d The Authority's performance and payment pursuant to this Agreement is contingent upon the Authority's Board of Trustees appropriating funds for the PROJECT B Upon completion of the PROJECT, the Grantee shall submit a written payment request, including a final project report containing before and after photographs and as-built plans, to the Authority's Grant Manager The Grant Manager shall have thirty (30) calendar days within which to review the request The Grantee shall be reimbursed on a cost reimbursement basis for all eligible water quality enhancement project costs, not to exceed the maximum grant amount. In addition to the payment request, the Grantee must provide from its accounting system a listing of expenditures made under this Agreement The listing shall include, at a minimum, a description of the goods and/or services purchased, date of the transaction, voucher number, amount paid, and vendor name C In addition to the invoicing requirements contained in paragraph 3 B above, the Authority may request proof of transactions, such as invoices and payroll registers If requested by the Authority, Grantee shall provide this additional information within 30 calendar days of such request 4 The Authority's performance and obligation to pay under this Agreement is contingent upon an annual budget allocation by the Board of Trustees The parties hereto understand that this Agreement is not a commitment of future budget allocations Page 3 of 7 5 The Grantee shall submit written quarterly progress reports describing the PROJECT work performed, problems encountered, problem resolution, schedule updates and proposed work for the next reporting period Quarterly reports shall be submitted to the Authority's Grant Manager no later than twenty (20) days following the completion of the quarterly reporting period it is understood and agreed by the parties that the term "quarterly" shall reflect the calendar quarters ending March 31, June 30, September 30, and December 31 The Authority's Grant Manager shall have ten (10) calendar days to review deliverables submitted by the Grantee 6 The Grantee shall recognize the Authority by erecting a sign at the site indicating the Authority's funding assistance for the project The Authority's Grant Manager shall review and approve the sign prior to placement 7 The Grantee agrees that it shall be solely responsible for the construction, operation, maintenance and/or failure of operation and/or maintenance of its PROJECT and/or stormwater system, and for its acts of omission and/or commission and for the negligent and/or wrongful acts of itself, its employees and agents However, nothing contained herein shall constitute a waiver by Grantee of its sovereign immunity or the provisions of Section 768 28, Florida Statutes 8 The Authority may terminate this Agreement at any time in the event of the failure of the Grantee to fulfill any of its obligations under this Agreement Prior to termination, the Authority shall provide thirty (30) calendar days written notice of its intent to terminate this Agreement, and shall provide the Grantee an opportunity to consult with the Authority regarding the reason(s) for termination, and to remedy the deficiencies, if possible 9 This Agreement may be unilaterally canceled by the Authority for refusal by the Grantee to allow public access to all documents, papers, letters, or other material made or received by the Grantee in conjunction with this Agreement, unless the records are exempt from Article I, Section 24(a), Florida Constitution and Chapter 119, Florida Statutes 10 The Grantee shall maintain books, records and documents directly pertinent to performance under this Agreement in accordance with generally accepted accounting principles consistently applied The Authority, the State, or their authorized representatives shall have access to such records for audit purposes during the term of this Agreement and for five years following Agreement completion In the event any work is subcontracted, the Grantee shall similarly require each subcontractor to maintain and allow access to such records for audit purposes 11 A The Grantee may subcontract work under this Agreement without the prior written consent of the Authority's Grant Manager The Grantee agrees to be responsible for the fulfillment of all work elements included in any subcontract and agrees to be responsible for the payment of all monies due under any subcontract It is understood and agreed by the Grantee that the Authority shall Page 4 of 7 not be liable to any subcontractor for any expenses or liabilities incurred under the subcontract and that the Grantee shall be solely liable to the subcontractor for all expenses and liabilities incurred under the subcontract B The Authority supports diversity in its procurement program and requests that all subcontracting opportunities afforded by this Agreement embrace diversity enthusiastically It is encouraged that the award of subcontracts reflects the full diversity of the citizens of the State of Florida 12 Nothing in this Agreement shall create, or be implied to create, any relationship between the Authority and any subcontractor of Grantee, nor any ownership, liability or responsibility of the Authority with respect to the stormwater system of Grantee 13 Nothing in this Agreement shall be construed to benefit any person or entity not a party to this Agreement 14 The Grantee shall comply with all applicable federal, state and local rules and regulations in its construction, performance and/or operation of the PROJECT The Grantee acknowledges that this requirement includes compliance with-all applicable federal, state and local health and safety rules and regulations The Grantee further agrees to include this provision in all subcontracts issued as a result of this Agreement 15 The Authority's Grant Manager for this Agreement is identified below Ron Hart Water Resources Program Manager Lake County Water Authority 107 North Lake Avenue Tavares, FL 32778-3119 Telephone No (352) 343-3777 ext 24 Fax No (352) 343-4259 E-mail Address ronh@lcwa org 16 The Grantee's Grant Manager for this Agreement is identified below Ms Terry Dykehouse City Engineer City of Clermont 685 W Montrose Street, Clermont FL 34711 Telephone No (352)241-7337 E-Mail Address tdykehouse@clermontfl org 17 To the extent required by law, the Grantee will be self-insured against, or will secure and maintain during the life of this Agreement, Workers' Compensation insurance for all of its employees connected with the work of this project and, in case any work is Page 5 of 7 subcontracted, the Grantee shall require the subcontractor(s) to provide Workers' Compensation Insurance for all of the subcontractors' employees, unless such employees are covered by the protection afforded by the Grantee All such self-insurance programs or insurance coverage shall comply fully with the Florida Workers' Compensation law In case any class of employees are engaged in hazardous work under this Agreement, and are not protected under Workers' Compensation statutes, the Grantee shall provide, and shall cause each subcontractor to provide, adequate insurance, consistent with Grantee's primary insurance coverage, for the protection of all such employees not otherwise protected 18 The parties specifically agree that Grantee is an independent contractor, and is not an agent, representative, or employee of the Authority Grantee agrees to carry adequate liability insurance coverage and other appropriate forms of insurance coverage, consistent with Grantee's primary insurance coverage The Authority shall have no liability except as to the payment of grant monies as provided above 19 The Grantee covenants that it presently has no interest, and shall not acquire any interest, which would conflict in any manner or degree with the performance of services required 20 The purchase of non-expendable personal property or equipment costing $1,000 or more is not an authorized reimbursable expense under the terms of this Agreement 21 A No person, on the grounds of race, creed, color, national origin, age, sex, or disability, shall be excluded from participation in, be denied the proceeds or benefits of, or be otherwise subjected to discrimination in performance of this Agreement B An entity or affiliate who has been placed on the discriminatory vendor list may not submit a bid on a contract with a public entity for the construction or repair of a public building or public work, may not submit bids on leases of real property to a public entity, may not award or perform work as a contractor, supplier, subcontractor, or consultant under contract with any public entity, and may not transact business with any public entity The Florida Department of Management Services is responsible for maintaining the discriminatory vendor list and posting the list on its website Questions regarding the discriminatory vendor list may be directed to the Florida Department of Management Services, Office of Supplier Diversity, at 850/487-0915 22 This Agreement represents the entire agreement of the parties Any alterations, variations, changes, modifications or waivers of provisions of this Agreement shall only be valid when they have been reduced to writing, duly signed by each of the parties hereto, and attached to the original of this Agreement, less otherwise provided herein 23 The Grantee agrees that the PROJECT is not to be used to offset additional stormwater treatment requirements that may be imposed upon the Grantee as a result of future redevelopment located within the treatment basin Page 6 of 7 IN WITNESS WHEREOF, the parties hereto, or their lawful representatives, have executed this Agreement on the day and year set forth next to their signatures below LAKE COUNTY WATER AUTHORITY By June 28 , 2016 Witness /04ecutive I 'ctor Date Federal ID# 59-6018003 CITY OF CLERMONT By Witness City of Clerm t, Mayor Date Federal ID# 59-6000290 List of attachments/exhibits included as part of this Agreement Specify Letter/ Type Number Description (includes number of pages) Attachment A Grant Work Plan (61 Pages) Page 7 of 7 Attachment A Grant Work Plan (Attached submittal from Grantee) LAKE COUNTY WATER AUTHORITY 107 North Lake Avenue -Tavares, FL 32778 (352) 343-3777-Fax(352) 343-4259 Stormwater Treatment Grant-Application Form The Lake County Water Authonty(LCWA) initiated a grant program for stormwater retrofitting projects beginning in fiscal year 1996 The grant program targeted municipality/community projects within Lake County that were aimed at enhancing water quality within our waterbodies The Stormwater Treatment Grant will be administered through the Lake County Water Authority and evaluated by a Technical Evaluation Team(TET),with final award of available grant funds by the LCWA Board of Trustees For fiscal year 2015-2016, $1,000,000 has been made available to fund this grant program At the complete discretion of the LCWA Board of Trustees, these funds may be directed to one or more applicants The LCWA encourages applicants to submit joint community projects where applicable Priority will be given to capital improvement projects that are ready for construction or implementation, especially where funds can be fully expended or encumbered by the end of fiscal year 2017 (September 30, 2017) The applicant may include land acquisition cost if the purchase must be made specifically to implement the project Costs for stormwater studies and engineering design associated with construction and/or alternative technologies that can be demonstrated to provide pollutant removal may be mcluded These projects may receive a lower pnontization than projects that are ready for construction All applicants must provide an estimate of pollutant loading in the application Projects submitted without an estimate of pollutant loading may be excluded from further consideration The Stormwater Treatment Grant Program is intended to fund the removal of pollutants that are currently discharging into our lakes and wetlands The program is not intended to fund the treatment of any new or re-developed areas to meet local, state, or federal stormwater permitting requirements The program is further not intended to fund floodmg problems or system repairs with little or no amount of pollution removal The applicant will be responsible for all maintenance and operation cost associated with each project The Lake County Water Authority shall receive applications no later than 4:00 p.m. January 6, 2015 to be considered The TET will act upon the individual applications m the form of a recommendation by January 14, 2016 TET's formal recommendations will then be sent along with the accompanymg applications to the LCWA Board of Trustees for their review The Lake County Water Authonty Board of Trustees will discuss the Technical Evaluation Team's recommendation and make their formal award of the grant(s)during their regularly scheduled meeting on February 24, 2016 Actual payment will be in the form of a reimbursement to the municipality/community of the proposed project m accordance with approved plans as submitted Payment will not be provided for work initiated prior to contract execution. Please provide an electronic submittal(CD,DVD or flash drive)of the grant application There is no limit to the number of projects that can be submitted Applicant Information Municipality or Community Name Contact James Kinzler City of Clermont Phone Number 352-241-0178 Title Assistant City Manager Project Name West Lake Stormwater Facility E-mail jkinzler@clermontfl.org Mailing Address 685 W. Montrose Street, Clermont, FL 34711 Federal ID Number Location Maps Please provide the following required information 0 Location of proposed stormwater treatment (attach legible aerial photographs, maps or other matenals to adequately depict the watershed, receiving water, and area of the proposed treatment including names of affected water bodies and street names where appropnate) Refer to the attached report, Conceptual Stormwater Management Master Plan, where there are several exhibits and a description narrative to aide in locating the proposed project. The Report includes the entire stormwater plan for the City of Clermont's downtown and waterfront. However, at this time, the only portion that this application seeks for grant funding is the West Lake Basm. Please provide mput on the following criteria that will be evaluated: ❑x Overall Project Description of proposed stormwater treatment project Discuss the technical ments of the project Provide the associated cost estimate for the project including a separate cost estimate for any additional work if the stormwater element is part of a larger project, the schedule with a completion date, and the estimated operation/maintenance plan for the proposed project (14 points max) Refer to the Conceptual Stormwater Management Master Plan Report for more details. Stormwater Treatment Method: The proposed project is located in the urbanized area of the downtown City of Clermont The proposed project's drainage area consists of parking lots, streets, buildings, and open space Currently, the stormwater runoff flows directly into Lake Minneola without treatment or attenuation m the West Lake Basin causing excessive pollutant loads into the water body Lake Minneola is classified as an impaired Outstanding Florida Water(OFW)water body with an established TMDL for Mercury The proposed solution to Reduce pollutant discharge into Lake Minneola is the construction of a wet detention pond to Contam and treat stormwater runoff prior to discharge into Lake Minneola The project will Treat a total of 50 41 acres The use of a Wet Detention pond for stormwater and recharge is Considered a"Best Management Practice" (BMPs)by St Johns River Water Management District(SJRWMD) Technical Merits of the Project: Refer to the conceptual Stormwater Management Report and Appendix C Operations and Maintenance: The City of Clermont provides regular O&M to all of its stormwater facilities through the Environmental Services Department Additionally,the City charges a Stormwater Utility Fee to its customers to ensure fundmg for the O&M expenses Cost share agreements for projects like the master stormwater facility allow stormwater utility User rates to be kept at reasonable levels and still have an effective stormwater utility The Environmental Services is responsible for regularly mowing and removing sediment from Ponds They also flush, clean, and repair storm inlets and sewers to ensure the drainage system is properly functioning Project Cost: Please refer to Attachment B Project Schedule: Please refer to Status of Project below ® Status of Project Which phases of the project have been completed9 Provide realistic completion dates for the remaining phases Requested contract time from the date of award to the completion of the project (5 points max) Conceptual Completed by GM. Refer to Attachment A, Conceptual Stormwater Management Master Plan Report. Study Completed by GAI. Refer to Attachment A, Conceptual Stormwater Management Master Plan Report. Design The City plans to begin design m January 2016 with completion scheduled for May of 2016. Permits The City plans to acquire permits by September 2016. Please reference the SJRWMD pre-application meeting minutes in Attachment A,Appendix A. Bid Packages Prepared Planned for September/October 2016 Time from Award to Project Completion 4 months M Public Benefit Identify the receiving waterbody Explain the type of existing public access to the receiving waterbody (Public Ramps, Public Docks, Adjacent Public Parks, etc) Discuss the expected public benefit by implementing the project (19 points max) The receivmg waterbody, Lake Minneola, is a hypereutrophic OFW lake,that would supremely benefit from additional treatment of stormwater runoff prior to entering its system The current lake water quality is poor due to the heavy pollutant loading created by runoff from urbanized surrounding areas, and downtown Clermont is a contributor of those urbanized areas for Lake Minneola Lake Minneola has several public access points(ramps, docks and a public beach)within downtown Clermont and utilizes the lake for water sporting events as well as public access at the waterfront park The City desires to capitalize on this rich resource,and has rallied behind it and identified themselves as the"Choice of Champions"m regard to watersports and other activities To that end,the future plan for the City includes a rowing center event space utilizing the lakefront land for park or amenity development Part of the plan is the implementation of West Lake Storm water facility that will serve the West Lake basin that currently does not provide treatment for existing stormwater runoff This project will only further the City's O&M efforts and enhance the quality of water which will ultimately lead to the protection of public health and welfare with the restoration of a waterbody that currently serves the community as a recreational &professional venue Please refer to the approved Downtown&Waterfront Master Plan m Attachment A (] Pollutant Removal Identify the size of the area(in acres)proposed for treatment,the percent of the watershed that is impervious,the types of pollutants targeted for removal, and the type and percent efficiency of the treatment method selected Estimate the pounds of the target pollutants that will be removed per year and identify the method used to calculate these totals Include the acreage and volume of any retention ponds as well as any soil information that may be available (29 points max) Refer to Attachment A,Conceptual Stormwater Management Master Plan Report. Area Size: The size of the area proposed for runoff treatment is approximately 50 41 acres Watershed: The existing watershed/drainage basin consists of high density commercial, single family residential,roadways, and is approximately 50% impervious This area generates large amounts of storm water runoff that flows toward the storm sewers and discharges to the final destination of Lake Minneola without treatment or attenuation Pollutants: The main source of pollutants generated from the basm are sediments, fertilizers, pesticides, herbicides,heavy metals, grease, oil, and floating debns These pollutants cause environmental concerns for fish and wildlife habitats, aquatic plant growth, and recreational activity and most importantly pose a public health nsk Removal Efficiency: The proposed stormwater detention pond provides treatment of storm- water runoff prior to discharge to Lake Mumeola The pond outfalls will be designed with best management practices(baffles and skimmers)to retain debris, oils,gases, and other pollutants Reduction in phosphorus and nitrogen loading up to approximately 64 5%&40%respectively into Lake Minneola is expected(21-day residence time) Annual Pollutants Removal: The average annual pollutants removals from runoff m Central Florida can be calculated based on the publication"Evaluation of Current Stormwater Design" (Harvey H Harper,P E, PhD , 2007) Our calculations are through the utilization of the SJRWMD Lake Apopka Hydrologic Basin Pollutant Loading Analysis, and are estimate at removal rate of 35 2 kg mass loading annually Refer to Attachment C 1] Type of Prosect What type of project is proposed by the applicant?(15 points max) (Circle appropriate answer) Stormwater Construction Only 15 points ( Engineering Design and Construction 9 points Engineering Design, Construction, and Land Acquisition 6 points Stormwater Study 3 points Other Pollutant Removal Items 0 points ® Cost Sharing What level of cost sharing is requested(stormwater element only)? (18 points max) (Enter appropnate percentage m correct category) 25_% 0 to 25% LCWA reimbursement of project cost 18 points % 26 to 50%LCWA reimbursement of project cost 12 points % 51 to 75% LCWA reimbursement of project cost 6 points % 76 to 100%LCWA reimbursement of project cost 0 points ® List additional funding partners and amount of proposed funding(stormwater element only) Agency Amount Percentage SJRWMD TBD TBD FDEP 319 TBD TBD TMDL TBD TBD Total TBD TBD The following table represents a compilation of the six categories with their respective possible points that the Technical Review Team will utilize to evaluate and score the application Each Team member will score each application individually and rank them from high to low The Team will combine each Team member's ranking into an overall ranking This final ranking will represent the basis for their final recommendation to the Board of Trustees of the Lake County Water Authonty It will be the responsibility of the Board of Trustees to determine those projects that warrant grant funds and the amount of funds to be awarded Please keep m mind that the Technical Review Team cannot make assumptions regarding your application, so be as complete as possible with the package of matenals that you provide Category Possible Points Notes/Comments Points Awarded Overall Project 14 Status of Project 5 Public Benefit 19 Pollutant Removal 29 Type of Project 15 Cost Sharing 18 Totals 100 Reviewer Comments(attach an additional sheet if necessary) i 'gal consultants gaiconsultants corn I transforming ideas into reality. Conceptual Stormwater Management Master Plan Downtown & Waterfront Master Plan Clermont, Florida GAI Project Number: A141115.01, Task 001 April 2015 CLER 1 °NT ofCharroims Prepared by GAI Consultants, Inc Prepared for City of Clermont Orlando Office 685 W Montrose Street 618 E South Street,Suite 700 Clermont, Florida 34711 Orlando, Flordia 32801 Conceptual Stormwater Management Master Plan Downtown & Waterfront Master Plan GAI Project Number: A141115.01, Task 001 April 2015 Prepared for Environmental Services, City of Clermont 3335 Hancock Road Clermont, Florida 34711 Prepared by GAI Consultants, Inc. Orlando Office 618 E. South Street, Suite 700 Orlando, Florida 32801 Authors: !Jason P. Dunn, P E., Project Engineer Robert Schanck, P E., Assistant VP, Director of Engineering Conceptual Stormwater Management Master Plan Environmental Services,City of Clermont Page i Table of Contents 1.0 Master Plan Overview 2 1 1 Introduction &Description . .... .. . . . 2 1 2 Permitting and Project Time Frames . .. .. ..3 2 0 Stormwater Management Master Plan . . . . ..3 2 1 Historic Water Management District Permits . . 3 Waterfront Basin .. .. 3 West Lake Basin ., ,,. , . .... . .... 4 Center Lake Basin . . . .. .. .. 4 2 2 Waterfront Basin (Historic Downtown Basin) .. .. . . . 4 2.3 West Lake Basin ....4 2 4 Center Lake Basin 5 2.5 Green Infrastructure and Bio-retention Swales . . ...6 2.6 Flood Plain . . 6 2 7 TMDL. 6 3.0 Environmental Considerations ,7 3.1 West Lake&Waterfront(Lake Minneola).... .. ......... .... 7 4 0 Construction Costing &Grant Funding . . . .. ... .. .. 7 4 1 Engineer's Rough Order of Magnitude Costing . . .... .... 7 4 2 Potential Grant Funding Sources. ... . ... .. 7 Drawing EX-1 Conceptual Basin Drainage Map Drawing EX-2 Flood Plain Compensation Map Drawing EX-3 Aerial Basin Drainage Map Drawing EX-3B Historic Aerial Map, West Lake 1983 Drawing EX-4 FEMA Flood Map Drawing EX-5 NRCS Soils Map Drawing EX-6 Conceptual Basin Drainage Map with SJRWMD Permits Appendix A Meeting Minutes&Selected Historic SJRWMD ERP Drawings and Reports Appendix B City of Clermont Approved Downtown &Waterfront Master Plan Appendix C Conceptual Calculations for West Lake &Center Lake ©2015 GA!Consultants,Inc • gai consultants A141115 01,Task 001/Apnl 26,2015 Conceptual Stormwater Management Master Plan Environmental Services,City of Clermont Page 2 1.0 Master Plan Overview The City of Clermont("City"or"Clermont") is a community that is committed to the ongoing social, cultural, and economic value of its downtown and waterfront As a result,the City has spent considerable efforts in vision casting and approving a master plan prepared by GAI Consultants, Inc. ("GAI"or"the Consultant")for the downtown and waterfront areas This report complements and advances those efforts. Primarily, it does this by describing and developing the layout of the conceptual stormwater master plan. This stormwater master plan will allow for and facilitate the anticipated and desired future development Also, as described in GAI's proposal to the City, this report and the graphics within are the second step of a four step approach to the actually implementation of a stormwater management system Again, the four steps include / Visioning / Conceptual Master Plan Development / Preliminary Engineering Final Design and Construction Documents 1.1 Introduction & Description Adjacent to Lake Minneola, the downtown and waterfront areas within the Community Redevelopment Area (CRA)district are the places where the Conceptual Stormwater Management Master Plan focuses its efforts. The purpose and goal of GAI's efforts is to develop stormwater concepts that meet water management district(WMD) best management practices, to improve water quality, provide flood protection, and to provide a"bank"of stormwater that can be utilized for future redevelopment. Stormwater runoff in this area primarily discharges into Lake Minneola, West Lake, and Center Lake GAI has identified three basin areas in developing the stormwater master plan for the drainage study area identified in the proposal to the City of Clermont Those basin areas are as follows(Refer to the Exhibit 1 -Conceptual Basin Drainage Map for basin boundanes) • Waterfront Basin ► This basin is bounded by 7th Street on the west, Lake Minneola on the north, 5th Street on the east, and W Minneola Avenue on the south This basin modifies and includes the historic master downtown drainage and stormwater system (ERP 42488-1), Basin A The Waterfront Basin is approximately 24.59 acres in size Depending on the future growth and implementation of the approved Master Plan, the historic drainage water retention area (WRA 1) may reduce in size and shift in location to the east. • West Lake Basin ► This basin is roughly bounded by 12th Street on the west, Lake Minneola on the north, 7th Street on the east, and W. Montrose Street on the south. The West Lake Basin is approximately 50 41 acres in size This basin will utilize City owned land to develop a wet detention stormwater management system to prepare for the future anticipated development and growth. • gai consultants il Iran.}nrm ny id.n.rola ra.l1\. A141115 01,Task 001/Apnl 26,2015 Conceptual Stormwater Management Master Plan Environmental Services,City of Clermont Page 3 • Center Lake Basin ► This basin historically has been identified as a closed basin that is 81 acres in size (refer to SJRWMD ERP 89172-1) However, in this drainage study, GAI examined only 46 28 acres of the basin The Center Lake basin is roughly bounded by 10th Street on the west, W Montrose Street on the north, 8th &7th Street on the east, and W Montrose Street on the South GAI believes that this basin offers a great opportunity for Off-Site Compensation for any future development within this basin 1.2 Permitting and Project Time Frames The proposed Stormwater Management Master Plan is located within the jurisdiction of St.John's River Water Management District(SJRWMD).The Stormwater Management Master Plan will handle both water quality and water quantity stormwater runoff concerns for the anticipated growth and development per the Downtown and Waterfront Master Plan The proposed stormwater management systems will require an Environmental Resource Permit(ERP) issued by SJRWMD, and review and approval by the City of Clermont. GAI has met with SJRWMD to start discussions and open a dialogue about the City's Master Plan Please refer to the attached meeting minutes in Appendix A. The proposed stormwater management system is integral to that implementation of the Master Plan A conceptual ERP application can be submitted to the SJRWMD Maitland Service Center when the projects are further along in the steps identified above. As for now, GAI will continue to coordinate and dialogue with SJRWMD as specific projects move forward As we near the fourth step in our project approach, the Final Design and Construction Documents, GAI can submit a conceptual ERP application and the associated preliminary engineering documents. Usually, upon receipt of the ERP application and preliminary engineering documents, SJRWMD has thirty(30)days to review the submitted information and supply either the permit or a request for additional information If additional information is required,the plans are to be revised and submitted Once resubmitted, SJRWMD begins the thirty(30)day review process over However, this project in particular is greater in complexity and magnitude, so that the timeframes for review and permitting may need to be expanded to meet these unique circumstances 2.0 Stormwater Management Master Plan 2.1 Historic Water Management District Permits There are several existing ERP permits associated with the identified drainage study area The below list should not be considered comprehensive of all the permits and their subsequent sequences, but rather, a list of the pertinent permits for the future permit modifications with the proposed stormwater management system Please refer to Exhibit EX-6 - Historic SJRWMD Permits Map that locates the permits referenced within our drainage study area. Also reference Appendix A-1 that has the SJRWMD Meeting Minutes from our initial discussions and also selected pages from the ERP Drawings and Reports listed below Having a clear understanding of the existing permitting will be a critical component in developing and implementing the plan as we permit with the WMD. Waterfront Basin ERP 42488-1 - Downtown Drainage&Stormwater System— 1997 ERP 42488-2 -Jenkins Auditorium—2011 ERP 42488-3 - Lake Avenue Streetscape—2012 • gal consultants 1 111.11! 11,111e.lnlc re.-11. A141115 01,Task 001/Apnl 26,2015 Conceptual Stormwater Management Master Plan Environmental Services,City of Clermont Page 4 West Lake Basin ERP 42435-1 -Osceola Street— 1996 ERP 19437-1 -City of Clermont Public Boat Ramp- 1998 ERP 42488-1 - Downtown Drainage&Stormwater System— 1997 ERP 19437-2 -City of Clermont Historic Village- 2008 ERP 19437-3 -City of Clermont Historic Village-2009 ERP 42435-2 - Lilly's on the Lake—2014 Center Lake Basin ERP 82367-1 -Clermont City Hall Project—2002 ERP 89172-1 -Center Lake Storm Improvements-2003 2.2 Waterfront Basin (Historic Downtown Basin) The Waterfront Basin is associated with the existing ERP 42488-1 for the downtown area As permitted, the historic"Basin A"is 35 70 acres in size. From the drainage report, WRA-1 was designed to handle approximately 12 acres of additional impervious area The conceptual future plan is to reduce the drainage area that contributes to the Water Retention Area (WRA-1) at the waterfront on the north side of Osceola Street. That reduction in basin area is approximately 11 acres. This basin shift will be accomplished through intercepting the existing storm sewer infrastructure at 7th Street and Osceola Street Once storm sewer flows have been intercepted with the proposed storm sewer,the storm sewer infrastructure will then need to be conveyed west along W. Osceola Street to West Lake. 2.3 West Lake Basin The West Lake Basin is directly west of the Historic Downtown Basin This West Lake drainage basin would include approximately 50 41 acres of area That area is a combination of the swapped area from the existing master system (approx 11 acres, ERP 42488-1), limited and small permitted areas with treatment ponds(ERP 19437-1, -2, -3 &ERP 42435-1 and -2), and areas that currently have no treatment available The conceptual project plan is the development of a wet detention system, West Lake, for the West Lake drainage basin that would meet the presumptive criteria for the future development. The proposed storm sewer infrastructure along W. Osceola Street will be the primary conveyance system that outfalls to the proposed wet detention West Lake stormwater pond. The WMD presumptive criteria dictates that the stormwater management system will need to be sized to treat 1 inch of runoff over the drainage area or 2 5 inches times the impervious area (wet detention) plus a large enough volume to attenuate (reduce)the stormwater discharge rate Additionally, because the ultimate outfall is to an Outstanding Florida Waters (OWF), Lake Minneola,the treatment volume and permanent pool volumes of West Lake will need to hold an additional fifty percent in volume. Based on this, the required treatment volume for the West Lake Basin is 13 39 ac-ft. Please refer to conceptual calculations in Appendix C Geotechnical Engineering Services have not yet provided for an estimation of the average Normal Water Elevation (NWL)for this conceptual plan. GAI has assumed an elevation of 94.00 (NAVD88) based on field conditions and the existing permits listed above This NWL elevation was utilized to determine the treatment volume provided based on the conceptual geometry of stormwater West Lake Pond The conceptual stage storage calculations are shown in Table 1 below. • gai consultants INnihvw n,ilio.,Iflu lu.^il A141115 01,Task 001/Apnl 26,2015 Conceptual Stormwater Management Master Plan Environmental Services,City of Clermont Page 5 Table 1. Stage Storage Summary for West Lake Pond Stage(ft-NAVD88) Area (Ac) Cumulative Volume(AC-FT) 94.00 (NWL) 2.44 0 95.00 2 65 2.54 96.00 2 88 5.31 97.00 3.12 8.30 98 00 3 38 11.55 99.00 3.65 15.07 100 00(Top of Bank) 3 93 18 86 Based on the proposed pond geometry, the treatment volume would be met at an elevation approximately of 98.50'. Please refer to conceptual calculations in Appendix C The development of this wet detention system would have varying environmental impacts on the existing wetlands located within the proposed pond area The evaluation of the existing wetland and a proposed plan to deal with these impacts is discussed below in Section 3 2.4 Center Lake Basin The Center Lake Basin is directly south of the Waterfront Basin and West Lake Basin As noted, this basin is a closed basin and water quality improvements were permitted in 2003 under ERP 89172-1 — Center Lake Storm Improvements This existing permit mitigated the direct discharge into Center Lake and proposed a lift station &force main for flood mitigation to an off-site pond. The treatment mitigation is accomplished by a swale system that stages along the perimeter of the pond prior to discharging into Center Lake. From the existing permit, the storage volume around the perimeter of the pond appears to be approximately 14,000 CF of volume The historic permit also allowed for the construction of an off-site pond (12th Street location) for the treatment of the FDOT nght-of-way. At this time, only the sediment sump and storm sewer force main have been constructed The conceptual project plan for this basin includes the development of a dry offline retention system to replace the off-site treatment pond (12th Street Pond) and reworking of the existing swale system around the perimeter of the Center Lake to complement the future Master Plan improvements The proposed dry retention pond will be designed to treat the FDOT roadway contribution, as a way to utilize off-site treatment compensation within Center Lake Basin The idea behind the off-site compensation means to provide treatment to an existing developed area (S.R. 50)which currently is not being treated in order to compensate for the lack of treatment with a proposed project due to space constraints In our case, the FDOT roadway drainage basin area is about 4 80 acres in size and the conceptual stormwater pond plans to treat these 4.8 acres with an off- line, dry retention system. In doing so,the City can have the potential of 4.80 acres credit for future development within this same watershed basin IP gai consultants 1.fn.fn wnnp iA.w rola r..Hi A141115 01,Task 001/April 26,2015 Conceptual Stormwater Management Master Plan Environmental Services,City of Clermont Page 6 Again, Geotechnical Engineering Services have not yet provided for an estimation of the Seasonal High Water Level (SHWL)for this conceptual plan, nor has a geotechnical engineer provided a recovery analysis of the proposed pond to recovery with the WMD requirements. GAI has assumed an elevation for the SHWL of 96.00 (NAVD88) based on field conditions and the existing permits listed above This SHWL elevation was utilized to determine the dry pond bottom and thus the treatment volume provided based on the conceptual geometry of dry retention stormwater pond.The conceptual stage storage calculations are shown in Table 2 below. Please refer to conceptual calculations in Appendix C. Table 2. Stage Storage Summary for Center Lake FDOT Pond Stage(ft-NAVDa8) Area(Ac) Cumulative Volume(AC-FT) 97 00 (Pond Bottom) 0.49 0 98.00(Top of Bank) 0.61 0 55 2.5 Green Infrastructure and Bio-retention Swales GAI not only recognizes but is also in the forefront of utilizing Green Infrastructure (GI)design or "Green Streets"to reduce traditional stormwater pond footprint impacts and also reduce cost of traditional stormwater infrastructure. GAI has been working closely with the City over the last couple months in developing details for bio-retention swales for the existing streets. These Green Streets are locations that combine low-impact stormwater drainage techniques with improved pedestrian streetscapes. A strong component of the Stormwater Management Master plan is to utilize these types of Green Streets along specific roadway corridors to reduce the need to install expensive stormwater infrastructure and lose valuable developable space within the downtown and waterfront areas The first of these streets is Minneola Avenue from Lake Avenue to the proposed West Lake pond The street would include stormwater planters,on street parking, upgraded street tree planting, a 5-foot sidewalk on the north side of the street and a 12-foot multipurpose path on the south side of the street 2.6 Flood Plain Certain parts of the future Master Plan, specifically the proposed Lumber Yard Development, are located within the Flood Plain Zone AE Flood Plain Zone AE has an established Base Flood elevation of EL 99.1 (NAVD88) For any future development in this area,flood plain compensation will be required to raise the potential finished floor elevations above the Base Flood elevation of 99.1. GAI evaluated the volumes required to do this and conceptually determined that the embankment work associated with the proposed West Lake pond will be sufficient to address that required compensation. However, as the project plans moves forward, additional survey efforts will be required to ultimately determine the flood plain impact and compensation calculations. Please refer to the EX-2— Flood Plain Compensation Map and EX-4 FEMA Flood Map. 2.7 TMDL Based on the proposed conceptual stormwater management master system outlined above, GAI performed cursory calculations to estimate the reduction in pollutant loading (TMDL's) into both Lake Minneola from West Lake Basin and into Center Lake from the proposed dry retention pond. GAI assumed that the West Lake Basin was divided into two existing condition land uses 1) Single Family Residential (40%) and 2) High Density Residential The proposed in West Lake Basin were assumed to be completely High Density Residential. For Center Lake, FDOT roadway contribution was considered to be Highway(75%) both in existing and proposed conditions Based on these assumptions the reduction of TMDL's are shown below in Table 3. • Lundn,try faun.in.r•.ys,gai consultants A141115 01,Task 001/Apnl 26,2015 Conceptual Stormwater Management Master Plan Environmental Services,City of Clermont Page 7 Table 3. Anticipated Pollutant Loading(TMDL's) Reductions Basin Percent Reduction West Lake Basin 42% Center Lake Basin 96% 3.0 Environmental Considerations 3.1 West Lake &Waterfront (Lake Minneola) Based on the proposed conceptual stormwater management master system outlined above,there will be impacts to existing wetlands located both at the West Lake location and along the Waterfront of Lake Minneola. In both cases, GAI desires to develop a project program that provides for a"net zero" effect that would generate ecological improvements sufficient to offset the impacts associated with the stormwater systems GAI anticipates achieving this goal by removing invasive species and providing appropriate plantings for these ecosystems 4.0 Construction Costing & Grant Funding 4.1 Engineer's Rough Order of Magnitude Costing Based on coordination efforts both at Environmental Services and City Hall, GAI has provided rough order of magnitude costs for projects that the City is considering as first steps in implementing the overall Master Plan One of projects is West Lake Wetland Park, which includes the infrastructure along W Osceola Street and West Lake pond. Please refer to Appendix B for the City of Clermont approved Downtown &Waterfront Master Plan that outlines the costs for projects in the first stages of this overall Master Plan. 4.2 Potential Grant Funding Sources GAI believes that the West Lake Wetland Park and Center Lake Improvements have the potential to meet and receive grant funding from several different sources GAI has identified sources, begun preliminary discussions with those agencies, and recommends pursuing the following sources • FDOT(Specifically for the Center Lake proposed project plan) • Contact Name Christine M. Barone,Assistant District Maintenance Engineer • Contact Email Christine.Baronec dot.state.fl.us • Contact Phone 386-943-5273 • FDEP TMDL Water Quality Restoration Grants • Contact Name Connie Becker • Contact Email Connie.L.BeckerOdep state.fl.us • Contact Phone 850-245-2945 • Website: htto://www.dep.state.fl.us/water/watersheds/tmdl grant htm • SJRWMD Cost Sharing/Cooperative Funding • Contact Name. Troy Rice • Contact Email triceasjrwmd.com • Contact Phone 321-984-4938 • Website. http•//floridaswater.com/funding/ gat consultants 4 IrJncVniuny rlu..InIr r..—tt6 A141115 01,Task 001/Apnl 26,2015 Conceptual Stormwater Management Master Plan Environmental Services,CO of Clermont Page 8 • Lake County Water Authority Stormwater Treatment Grant • Contact Name Ron Hart • Contact Email ronh@lcwa.org • Contact Phone 352-343-3777 • Website http•//www.Icwa.org/index asp''page=128 • SJRWMD Recharge Credits &Alternative Water Supply • Contact Name James Hollingshead • Contact Email jholimgshead@spwmd corn • Contact Phone 407-659-4846 • gay consultants r.an.rnrwnq inu..rmc r.w. 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'IV _ '[s r _," .'-:,....77-77.:.-.--s. to >r`. t ,i' -. ,, . j , , ...... „. ti y i.„, ,‘ , 14 C iiv f y + , ls4, �. , , ., �� ++ f� T . ,.. , , .. .. .... .„....„..„ t` .nl� r Y iii „, ...-; \ 4;44-7444irtri:,,, l • fyy 't 1 va41 xw: M1` r M1, _ , '4�rik f' 1�: ij •;•••,',- -ftp ',_ _ J1 x FP Pi I tic p� a h 1HISTORIC AERIAL MAP, 1983 1 II ' I CLERMONT MASTER STORMIMATER PLAN F CLERMONT, FL ”' IB� ..": .: ea S��:.-,_,....„,-47:11644:10..•14.21:7'':.;:f.:7' `~fir .1: ,-,-sir:;,, ,,,460, ,,,ttA,i4,,..._.4,„ . zi. ,.. ,,,,,- . ,-_: , ,z..1,..,_.,,,: R.V tit 1-4 I i e*.qi i 7.4 .' m 1 .t t � dsg01,Hyl ;`icer , r li Jl--7:14:::::_'_'':::1 I�-0 ";�. a J m ,91 1. t' a *ii Or'-1, oit•a bd !'4! `STI 4 M, - 1.7-si _.-. , • ,:k .,,t,, . ,-, ! 2.i i -j t" 4* zl 1 M � 1 jry.;t2L - ' a'_ tm o- '�'� aw' 5 `fir•a �� >. � . . - m r t r �','*�6 A �iw�• �� ,- x'14.' ��Elt ,41711 ) 'ayglON ;° p`1 .),, ./ s ` ;r 1(17_ \ tt �- t _ .qf1, 7� � •A' ,.s w. fir- }1 Sas ,,011 \ -� tJ 1. -111. 'LF`. �+S eta Fr f ...11, fiC s ' _ _ oili • 2 � A.,_1 r EK mak. -- ',� / /A - -I'll':• tron7I. ,,4., i Jr 'L - 0 ,g j-' / Y 4. F,' C:j C7' W S C2+4 -z y 9 d tilO X11 ��a 1 1 FEMA FLOOD MAP i 1 I0 B I 1 I:1 s. !: a MAP PANEL NUMBER 1206900570E e 81d °Op0 CLERMONT MASTER STORMWATER PLAN M. — - — •••h CLERMONT,FL Nae ACKNOWLEDGEMENTS March 23, 2015 Prepared for the City of Clermont • City Council City Manager Mayor Gail L. Ash Darren Gray Timothy Bates Ray Goodgame Diane Travis Keith Mullins Prepared by GAI's Community Solutions Group & Community Development Community Solutions Group Kevin Aust Frank Bellomo Dave Darsey Blake Drury Tom Kohler Richard Levey Claudia Ray • Pete Sechler Robin Wells Donald Wishart Community Development Jason Dunn Jaime Igua Nick Leyva Bob Schanck ABOUT THE PLAN The Clermont community is committed to ensuring the ongoing current challenge is to leverage these assets while protecting and social,cultural and economic value of its downtown and enhancing the character of the'real Clermont'to the benefit of waterfront For the last 100 years,the hills, historic downtown, those who live and work here adjacent neighborhoods and the Lake Minneola waterfront have been the defining characteristics of the community,creating a As a community,Clermont has engaged in discussions about setting for a livable,small town feel that is connected to friend its character,vision,and future This was accomplished, in part, and family,the local Florida environment,and an emergent through an extensive visioning process and recently adopted identification with healthy living The downtown and waterfront re-branding The outcome of these efforts is the development of is the place which all of Clermont takes ownership in,and it is a platform of engaged stakeholders who are optimistic about the a place where residents,business owners,and institutions have future,and prepared to tackle challenges in order to maximize invested themselves to enjoy the high quality of life of this Clermont's potential as a beautiful, livable community of choice intimate community The plan on the following pages advances this work as part of a Clermont and its waterfront are also emerging as a regionally more focused initiative to enhance the downtown and waterfront significant address Since the development of the South Lake Trail, This plan builds on the community conversation outcomes the Olympic Training Center,and the strong regional growth,the from the visioning process and defines and prioritizes common South Lake County area has developed a unique character brand aspirations,new opportunities,and specific enhancements and identity associated specifically with Clermont Today,Clermont necessary for the continued quality development of a great has become a destination for tourism,athletic training and waterfront community competition, recreation,commerce,and culture The community's 'iv of Clermont Downtown C Waterfiont Master Plan 3 ,©© CIO Qr C ilaOH� Historic Growth 1941 1994 2014 The settlement pattern in Clermont has evolved since a a t the end of World War II,when the city comprised the area ' • between Lakes Minneola and ` Minnehaha along SR 50 and the Orange Belt RR Even 20 ® ! ! years ago the city was fairly ® $ $ compact and largely still 0 $ $ found west of US 27 The ® 6 e past two decades have seen ® t ® growth to the east and south, away from downtown and the waterfront _n,©0 © / -- RM©M`T Downtown t nd Neighborhoods - r .,.. - ,R- E -u, Images from downtown and the close-in neighborhoods, 62�,,,,•:u:; ! ,' � ` • l' clockwise from below The '� `�- - 7.. . - Farmer's Market is one of 1`_ }.� -' IttAli1 many special events that f_ h ; I bring people to downtown, I,;4 - • One of many service-type - ' uses downtown,Races like this 4� _ triathlon have the potential "" to bring many more people to _ downtown if they occur closer -. - a to 8th Street, The shopping y ,... _ core on Montrose Street has "`, :) '..71101": :V - _ a streetscape and on-street X' - - =-�-1 :e� parking already in place ^C4lE y • - i,',' — --- • ; .z�...J-�'^ r �, i\� FARMER'S ,` j •-i • �� < < MARKET MjT -0� .0 i'_ ,I.,.- i n y' �.. ... Sunday 1 •� �� - _ 'Jam to 2pm I 4' q • • its! l }� T r% F. ' 4 City of Cleimont Downtown t'.W itcrfiont Matitu Plan Future Land Use Key Community Destinations o. "---- \ ,.-:, CITRUS TOWER r O c � � , Ira 0 ,::— INU1 LAKEMINNEt71A 1- ` l ` 1 y1 ‘ LANE?W(K&4 (=U.! rJ HOSPITAL/WTD` '7 <? r f ` 1,1104: I I . Z _ UCF ftomiPt _!'L �.'� Residential \: ' .5...t• 04 .1:1'.;...)`^ f ' mom' igitiKiiiii1411 LI1111114111 • 1 11M-4111 IN N. r )lint r'� — 0 • _- 50 . ( : , . Commercial .�L.- f' z \ • LAItEMINNENANA'• I'd � �, 1 - Mil II ! 1 _ - EPIc/WALAAART t. ip , ,_ . —• _ - 14\ Lc 'Residential'Residential1 T • \ • N N . : 1 e z _ . . V/ . Waterfront __ � � �• A ,? !` '�11#41V4 ali p„' l A ' •:v} •,cArfsi110YT RENTALS i •••• 4I - -_ ,_ _-__.mm-- .,..1.- ' '.;,,„; tif jil. 1".""'''' .,' 1...:____.'--'. .1 11.'''',';(.;?,s ..1f,1* Et3C '',. ,_,,,,, _ 'ill 1101 � t r� ..'ftro•` 1 f p .�� _ c••y r ='-- --- , I i : \\� '{��. ':�".... R "iS •rte >i� laY Images from the downtown ^" . , t. 3 waterfront,clockwise from ?-•' + above Watersports, like jetisf ' '.•f' skiing,sailing,and kayaking, ,?1 � 'zT are year-round activities r-sr `� at the lake edge,Footrace • • • •`,'' �. "'�'i. jockeying for the same spaceiimacv " as leisure walkers at 8th Street, 17, , c ,--- .-r-7.----.... Waterfront rentals provide = • _, -'----24."- 1,J r _ r r � I�l� z.i a node of activity along the 1---r ./.--,,-:. r ,.-*;[-:/' y ' '�< ,' ' waterfront, Passive activities, �: I" —r �" like these shaded swingsets, _i' ' '% — �%r• :`,` f•� - ---- — - -- ==-` t can be found in several w• f i 3loon.`�" `r ofi V c locations on the waterfront, - ,-:;,;; !"....1:1.4e.,, c)' `A:�. r l , , •e F Staging for large events is an '' ti, `�' important element to design :f_ .v, i . -. . 1 c k �; Wit. , ,-� " J`°' rtv of Clrimorn Downtown 8 Water front Master Plan 5 MARKET OUTLOOK 0 THERE COULD BE FUTURE WE BELIEVE THERE IS CURRENTLY OPPORTUNITIES FOR FOOD + BEVERAGE DEMAND FOR NEW RESIDENTIAL OR ENTERTAINMENT DEVELOPMENT IN UNITS IN THE DOWNTOWN THE DOWNTOWN AREA CLERMONT AREA • The residential market has rebounded locally and • Demand for this product will lag residential state-wide development • Multi-family for-sale prices have started to increase • If the number of events and festivals in the downtown again,though they are still far off from market peak area can increase,this will augment restaurant/food and beverage demand • Current residential prices are about what was achieved in the years Just prior(2003-2004)to the • It is likely that food and beverage operations will be peak market years local in nature • The rental market is strong,with high occupancies • Increases in traditional retail will be difficult Most Rents are typical for suburban product at about retailers prefer the higher traffic areas along SR 50 $1 00+ per SF and US 27 • For-sale townhome or condo development would be more appropriate for smaller in-fill locations • Rental apartments would be more appropriate for larger sites that could accommodate 100+ units • Development in the core of downtown needs to have access to zoning(either by right or through incentives)to allow 25 to 40 units per acre,which achieves 3-4 story surface parked development Current Downtown Retail Residential and Retail Data Market Snapshots 14 9% Since 2000, 28%off all multi-family 7 5% %of Cafe/ airr units sold in the city were in downtown 92 5% Restaurant (50 units) 851% of Retail Recent citywide multi-family for-rent 6611 occupancies range from about 91%to 98% 3 4% 96 6% Multi-family units in Downtown averages about$30,000 to $75,000 per unit 804% Downtown Clermont CRA has about I I n,. 167,000 SF of retail space a o 0 Clermont has the highest percentage E y o of restaurant space compared to other v w nearby cities (19 6%) 6 City of Clermont Downtown&Watt i frons Master Plan Several other Central Florida cities have seen a renaissance along Eustis The waterfront park is again proximate to downtown, their waterfronts, and offer some interesting comparisons and which allows a strong relationship between downtown uses like lessons to Clermont shopping and restaurants and the lake amenity Tavares The waterfront park space is immediately adjacent to Kissimmee Kissimmee's multi-million dollar Lakefront Park downtowns shopping/retail district(shown in red on the image) brings a very large amount of diverse activities to the area two This proximity allows events that happen at the park to'drive" blocks from the main street of the district, linked by a pedestrian- retail and restaurant customers to the district's shopping streets friendly street Clermont Tavares e e do,doe %%% ..._ it,. --r,_,,1.4iii,ti.' )._,.t iio,,. kr, •' :,.........:.. .4% A ri: -,c• \ ,OP % IZ;;;;71.-all,. _'.1 v:1.0;apii• -''r'&nib . ' ,.., !Z.,4,./. C-' ...- `\o • • •. 101$ ' J�V� d�T.► 4P, '� 4.1.` •(�74 'r 0 iy -it" .„ ..i/.S"'� \� *till o _ v . 'f:i.. fA. t;- i,• �\ ��. gyp. - r 1 �� .! �J "�' .1..4,-;--.:‘:,-41..*::l'A'i i i.-r 33 i...11 .1 : rte.:' : f '- . . L - i 1� r. v x r • WR til Ei ' •„....:,..,,,„„,,,,,... ., t' + , ,f .4 .t ll km..,.; li ,1'` - ,,al ^IR ' •••_.,... , : w •'L • t nrf,,'; . !/' + ,,; ..•• ''.•' �a,,Y`'• .,...,„ • .., ,.'°R . r ,oraf. ^t id r ,i-, r. •� a ,�. `L ti , .'.• C f #/ / mo , ..:„..r.,!,,, . R > .. q fAt . i.. _ - l `''- 4 / /r pit il .lila r_••• ..r I...r 11 _., r Li i4 0000.°.•:.11f. f fi i itit'-,•r > ' 's .'i r e•MS y'. Kissimmee Eustis i r.�'rs �r` °i Za '� �' w 1, _ `+ . ` ` r! M s C i� Q, is=t '" i I� s3 tilIli S '` 1 �/ i ,...-f- i i*► .��,� `ti e 1' / , J •'te t' -4 E•' 4' ••`� R •y, "�. • r --r-:. F,ll"II/• ` i•� .� + ' /` /. �.5. �•: • ~� t • mat; , A ..;.4, 5'V.v.d' \„.•,-..„..,,,f ` fit,,.r ,�' .4,1*. . -r, —1.-fl �' G=1 i� 1 ji I r l] F ..i.f ..-t % / i CA In* MID 41.0 I •-,. •.,i .f. •i . • • 2.-___c • 'Li;. ''T.. i 't-• ` 5✓ Oti of Clermont Downtown&Waterfront Master Plan 7 PLANNING FRAMEWORK FOR THE DOWNTOWN WATERFRONT Create a Window to The plan is based on a set of THEMES that descnbe the future downtown Downtown on SR 50 waterfront The THEMES are organized into four MOVES that are Q'ti implemented in individual PROJECTS The projects cover the wide geography of downtown(as shown on the following pages)and have been , -..<:,."--, , - ....,s loosely ,(- loosely grouped into projects that should be considered now,soon(in 2 to -'s----__—_-_!- ---..f:___,,,::*---- 5 years),and later(beyond 5 years)based on their ability to fundamentally - - `�, -`..� alter the course of downtown toward the MOVES and the City's perceived ��, - i readiness for the activity \', A PLACE FOR PEOPLE ; /,`,>/ Downtown is an established "place" but needs to encourage more A people to stay longer, more often, in order to grow and thrive Connect the Parks and Neighborhoods q-,_ atm`.. e s A GREAT WATERFRONT F1, ,i: �c The waterfront presents an opportunity to have a linear park experience � A' .`^'I with many more leisure and recreational activities than are currently ', ./ i ` J provided ` �`' d-z,i<-v„/f IA QUALITY SENSE OF PLACE, CHARACTER, & IMAGE I _i Add Energy and Activity The community cares about the aesthetics of both natural and — to the Downtown Core constructed places, but the perception of downtown from major routes �'� is undifferentiated and unremarkable - f --'+�, J s1'-' ', '.---. '+ i.\ CONNECT TO THE CITY ; r i Downtown, along with the other two emerging centers at the NTC i" ��/ and Clermont Community Center, needs to be better connected to the /1 surrounding neighborhoods Re-Orient and Diversify Waterfront Activities , HIGH-PERFORMING INFRASTRUCTURE &SERVICES { ,,_�_ ;© -',r?�;; The success of downtown will be built on a foundation of supporting � ��t Y.^ , �, infrastructure and city services 'sk=i `,'> ,/ i, \ -',,,, -Y -j THEMES MOVES 8 City of Clermont Downtown&Waterfront Master Plan I Projects to Consider Now Projects to Consider Soon Projects to Consider Later _17 West Lake Wetlands Park 4 The Lumberyard Redevelopment 1 12th St Train Connector[N] -'J 3 12th St Trail Connector[S] 9 The Promenade 8 West Ave[N] Green Street 2 West Beach Lake Edge Rehab 11 The Station Redevelopment 10 Minneola Ave[C]Green Street 20 Switchback/Community Gardens 21 Lake/Osceola Redevelopment 14 Desoto Garden Park 6 Rowing Center Event Space 25 Lake Dot Park 5 Minneola Ave [W]Green Street 18 The Bluff Redevelopment I 17 Shared Garage I 19 The Marsh 30 Northeast Lake Edge Enhancements I 29 Boating Center 31 The Landing 16 Front Door Improvements 26 Sparkling Water Lake Park 13 Desoto St Green Street 15 Center Lake LID Stormwater I 12 West Ave[S] Green Street 28 Waterfront Park Improvements X22' Lake Ave[N],Green Street I24 I Lake Ave[S] Green Street I _ 33 East Ave Green Street 23 Minneola Ave[E]Green Street 27 3rd St Trail Connector 32 Minneola/East Trail Connnector PROJECTS City of Clermont Downtown D,Waterfront Master Plan 9 ® r rt. • 0 ',, LONG - RANGE PLANNING VISION 4 r- 1 ,Y l- ~ ' '%r This is the long-range vision for Downtown Clermont as a place for people,with a great waterfront and i •', l 1......,..._-____,__ elt , I quality sense of place,visual character,and image,which is connected to the greater city and is supported L.- �,, by high-performing infrastructure and services A number of potential infrastructure improvements that /lOi, could implement the vision are shown The improvements are conceptual in nature,as each is considered, I r_,,�i rRiu cr •A a further level of design needs to be undertaken to define the project and confirm its purpose in I tt ' implementing the vision Some are long-term,requiring land assembly and significant construction Some `- -.a et' require public policy changes while others are private redevelopment projects The recommended first six ` --=_-�'"_ ®�,M` projects are indicated by letter,and are described on the following pages i M 1 i 11) =rt ; i - 1 l __`u _-, ,� * 2 West Beach Lake Edge Rehab Initial B+B Opportunity • /-" r moi '`' i s•k •••N.t Target Area i . 1�• ti .' .1.4\ ':",'��. if ma',.au 1 12th-St Trail � s.. rE,rfa j Connector-PC f ) ii, "�.y •$, ,6 Rowing Center „�kfi�went Space i y/67 • 1. 1,1, 7' HSIFfff - �Y �t r Q.) , +'• titer • • �i �� — RA. .L---^-__. �" rfa l„ -,cit 3 l- 1 f-'�a •'Ib x r / r J' 4,..71„-yy. :) ,4* ••,., _ �*0 1� _ y, _ ;'_4 �I lI �r � l ' - ,1•,__ t �'-�1 a j` :;+; 4 : ,4, f.'. sr r * .�- i 1 r_ T - - _ I t7 i . it o ---- ,' a �1 _f- �; 8 srAry- [N] 18 i. it '4• 'c 1.1., j�iDoN"mown CRA LL. �1 Boundary �1 ;; , 5 L ,, ., !,4},f--af_ . ,., 'sem i r v'•' ,\ 4{ -1 ; 71. 1111111P' •, - 14, ,,. •• 4,1 - lig 1 ` �r 'R , sYe3sMt" • ,r_ �rt' �s ' / _ '�•�/ t -fi '. r. • •2 i 107-•,"1, i i 4 r I r j ' :,_17 Sher . -_ ,1 — �- , w, i i - -,i ', �1'fr ,••••••141 IJ ii 3k0 •1. -) 3 12th St Trail r `r j= , r• ``. '�' - • i� '^ � I f i i --1-,k----• 1t, .4+:;-4 • � • ,/^ Connector S1 )t+'k.t , f:,'�,..., L li 11P ' �' I l2-) '?" .1r1 .,.' ,rut 11111111 - c - : 9. S 11 The ion - • r 4 Bevel• rite , _ _I �J r - L. i f S }�, 7 - t 1 - ..-% 1 1 I _- l Vii. i _ _ -- •+ - - - — 4i ll,e 1 M I.3 4 W A y a; le ..>-: .a /in __-- f t • f M-- - HT1 _ �-_ I � t !i Q, --.. ; 1 It -"--f' ' ,,,..'i, _:.,,,, ,, '' ---', = B \------ ----: --1 :1 —4,--' 1 , -1,',1' K , ,, „it E '. ,or-I -), 4 , _..., \ ..._ , _ i*,...:\ ti —' �`• if� _ I I " Mt' • 1 r 15 Center Lake LID >i�4Cul�sT" r c ♦ 1 `- I 1 `:fir _ c "• Stormwater e, ,' -,- . •.. a —--r- ' T l _,......,_-`43.1... fir' •° may + ill °eB I 1 Cr: L•-7C'1f1 71� N 2 I • a o001-1V4 ; 1 1 ® _ _ ~". 16'Fron4 r`3 a 07" l anal earl idoattl / f •°Y•H�®a�_ - ,� ••. D ., '', mprove, ents`��: eco ,0 • - •,,,C - l l - __.-, -- ' •'moi_.-- _ ,. N l �' a 1� 10 City of Clermont Dow r wn F jJ/dter(ronl Mosier PI��f i I 1 W..o o.a Oe-.+ \H• 1 1 I - "�'...-•ocmo-o4.1. o o4 wo v. �, �_I FkiArl0. 4 r Rm s—.—.-_ __ i _ _ - i •-• - _ _, I - — I 1 ,gY, 'Ig - -; t IP , �� o r - + a 30 Northea. : - 1 `g U d0; _ ' I \` Edge Enha' ; tS': CI __ ti ,_ sxams>r I • / In O t ,1 fiSarw Atu , I. o - om, X29<?r•atmg Center a ' " ` x• •131'TheLanj, 4_ �4 - ' , ','b •Nature Develo ,m, ,.ig , 28 Watefront 814414 - °�, ,,19 i '' 9"..45.-----1 c, Park lm provemen ' °° i ✓ yyi' , a :' ie;" T7 ,f, *s --'-‘;'<" )I, (N ), ,''' ' t—,-. 4- f i , _, .:,.,, 4 -„.4 •, -w Initial B+B O ortuni • ? f' ,' Opportunity/ _ : 1 _.;. ' �_ _:\ i . I Target Area ! .0-7 4 - ]p �}f�* co' _ �� �( N ,, Leh �1 �ti� r, �;r� �n} � 1 r i/ , L11 f1fRl�ldFfr .....:4:1i 0 )•:: 8 j �/� _- 26 Sparkling 1 t�;f I - ..� ^ tl l ! iii 1, , Ip ,-` ) ' ;Water Lake Parr i ,, - + = p sraR,uxs�rxrf� Ivoi, ^" b �� �+ '• ' 17✓ �L�', 1 +� �1 141 If i�_'i I ME; 1QDa1 a « ,. cryrtt u .16 L �i,i/,i/r/;//, l�% F 24. a'� • Ea% 't. 11,a'. j !- i I P`'y i, , �' �r 0 i_,g'i L33i�1e lt. Od el 11.11, 14 ) •1 - dzi, 4 1 I9 ' 1,t345, 1C-1— ''- - - �'+r" "�} J Vl,�'__ p ,_.s..PF , •1 ( r� _ t 1�i'-t.. ti' :" k1/41:-.,1ki,i-1,-- j, `1 R '-rte ------t ' 1 11•..�•a_ 1 _ ;-7,11-t- "�tl r7� �'�Z!` l-�L l�� iy ,N • , ..4 1. ' I -L-' ,P -n 'gm' ' ';BJ , + Z t I i i I- D _ t rt i� ' T - , _"L• S f 'C4 * ` ;I 41 iii • tip -%'1 1,1 g - l ;C+I^011.0�, .. .. -, r V 1 r y .,' } ' a: r r �� r32 �•'F 11 �� "i, Hh � W Itt 1 4'i ��"'' I. • "� �n,.�.' " r�. • �: . I I I -1 �? it . I J ' ' iroall'idliti, ' e •I rYHA1L r r� sVr I Ir '1 4 r .. 3, 3R F 4 f I , 122 , a_t.tzsie '� t )- , -I' . 1 , sits. -'s - ' .., t,,_ - ; ---- • a A 44k. i \ lir -fa 1,--;;t4re4-41 If ' ` "? rj 1 i ,r.i., ,,g1 - _f r ' �,. _111, L 7 . r• 1TN , _ -'t ��'" �� lGYS&>11�t7 I' { 9� lr; .- -1 �, r ft �� < ' . tee- 1 V . - _ - ;11_101-, IR T4- , „ii t,,i ‘, _. . a b 6 0I, , :,�. I / �. H ill„ 7 ,.,,, ., s Air I ,k try lla, 21 *, ' ,�” ';‘14 �' 111 t'N j l' y �,,et,re+, ,rt Park' 0.,' f' ts .� 7; -es pr.H.....iil, Ill , , _ ai* r a r, ' ©��cb+,F -- vim,, ±�' , , C? i� �� ) 3 �, --- i �� JJ �-_ , r ., N�' r' 1 Nil I )-,1'14,;4,Pl'n 1Y--------- P00000-00000.3. 0000=o -- 1 tr_ _ - - _ 1 _ I NEIGHBORHOOD CONNECTORS & GATEWAYS r South Lake Trail y .47 1 . f r )% LAKEMINNEOLA -Ty -> T, t�r r+ Destination 27' _Z rx i ' iii (Downtown ( -r t` ' \., Waterfront) ,-"\ ) �^ ii ,_ Citrus Tower - r'', Destination(NTC) i i , fir'---, i .�,,++ ti Jam- MINN / /- r CITY Ii c� 41116 GATEWA 1 Hospital/NTC .Q O UCF South Lake 41110 aft J v _ � CITY � v - / 1 '- yCitrus ower r' >> ,— J GATEWAY 4 Lakeshore _ (LS Enhancements)1, iE ic/Walmart ( `) 3c-,--. (Bike Route) •' p t ' LAKE MINNEHAHA Air ~` � i c� C ,�- r____172 -^--_') e l �1 ( � ti - - - l'-,� �, ��� r Destination ��- (� 1� `� (Community Center), le V ,- 2, 1111 '•' ( f 0 "" f Hammock Ridge� ' c r- ' \ (Bike Route) 1 rUc - /_--,—_,, —n ; 1 r 4 C iJ -17., J \) — —i t'7.-i-�' The improvements envisioned at the Downtown Waterfront need to be connected to the wider city The map above shows a potential system of tree- lined boulevards that link the city's neighborhoods to important community destinations, like downtown, the community center, and the training center These boulevards could be in the form of upgraded landscape and bike lanes in locations where they are not already provided, and can be implemented incrementally as roadway resurfacing projects are undertaken 12 City of Clermont Downtown E4 Waterfront MJster Pbn THE PRO EN 4- E _ *:' +-•• L„ . ....t.„______ _I;ie. , -mit ...",---- .. . ifif ttivitir•iwzmi , ? ,-, ...,.... _ . ...i.r.. fel , iim4. -, 'lir, Restaurants/ Overflow Event . :`_. Outdoor Dinnig __! ____ Parking "'; lbw k \`" 8th Street f/GHTH51REfTPIfR ' iit' ., �'` " 5® _ r Plaza r 1041:11(4•1:7--,e.�46 -.--Q 0.„ —/ _—®�q-r,©IA A. `ltd_F�AA6 o-^ _i - .L Q I 4 -.I �r j, - �•�, �Ylr L, In• y.,.y. Virii E°' ¢ .'.•..; • �) fi,.. -'_�G.'tiC -.� :� J/` , �f,- to', fi" -7 61..,.. ›If.1 _ _ tsi ft i _�Evna-Yiearmq.-_---rte° lii— gi :y� o o rf y 1 LM Lilly. ; O 1Mtt'• �, Terrace r_ �. �` t � !i� irli, ift, - „grfila'%! '� natty - _ r -�03CE6L '. 1kir did • �,:-� r 4,, r-� p -�t �. :.-4.Vika-.4 ...---L ( � X>!�► ill 1.11 tic'gogrjr# - -3) .-.1. . .,- ,- • V 1 ,� -:tip!, - ., —=• 1 off �. � . efi V, : . 1 iii"-NW.iiiik 4.).:,., ! ,, .,,, „ir.r.4. 7,..,:, ,, ,,,,I ,, , , ......... , :.- ::., t, ii . ., „ . . ti,„ �1 "a111 /1i �,.,,, �. t l . r. .., Il er p �} i r ,v ___ _ F �� y tea• i 14.1. 4inli,lti.liekt��e' w•:W � ?r t s�wr' . . ' • .12:4''''. y,ry;- ,':'.. .~.,a.... .J� '• 3v. 1,iI1 ate r. _ ro - • !t•04. R.`_e i',.a • ��+1 Nairn �[ 11r ' il* w,t 1 [ i One of the key elements of the plan is to maximize the number of people who come downtown, either by living (residential),staying (hotel), or visiting (events) Having a space that can handle events from small festivals to huge races and regattas is imperative at the foot of 8th Street The Promenade,as shown above, provides such as venue, along with a continuous Construction $4,165,000 waterfront path experience and pier with docking Design+Engineering(20%) $833,000 capabilities at the foot of 8th Street Here activity can Permitting(2%) $83,500 generate business for Montrose Street businesses and others in the vicinity Equipment+Mobilization(14%) $583,100 Contingency(25%) $1,041,250 TOTAL $6,705,650 City of Cleirnont Downtown E.Waterfront Master Plan 13 B SIGNING + WAYFI ING -�... °•" A —Ty, ° S N, ..., 1 EIGMHSIREETP/ER ....'". ,-<--x."`J a •' `5 I p l irc.,` '�- �r�`'`� r.!` `s`Z.o'�°.°a° i rr _ • r:Cr �� 'r "�/�/!'"., 1• 1. .1'41„ 1!J � --,---L-v-----t. --:-..- -,:-?//// . ,,,,,05-4:u, , r---lift,,, p11. ���( / "A :Yip -.-___4 4 it- 4 -, VI; mow 'Ir..... 7.7-'----- — el ,',,.-'10 iiirgr----.L,MIMMI ^,118# t�'3 "lF t� • yt .r _ �� �f.�, • �. - n • , r i 1}11 ] i,,2 a:�ir it •*r:``r'if s � T loot . 1ti(1 �,1 ../E -� . i _ F. j J I I��„ t �. i� "' /� ��'.- I.R r ' j_;. ,� 1, , it- '- 1 E^ �I 1.18 y a1w _ (..1 -1. ;� II �', 7 West Lae " - - "8 "-Rede fne s w - . ��{t}I. (Wetlands ar'x'- `Li . L 111E {N�Jar ' tt 1.M R ElmI J!I1 ;:.;11,1! . 'i!�,a, r •I,ii�� :14,1:4, T I t Fy ai -.E " �. WW Y, 6.":1+.-!_.. J1�1 wr .rYi x© �� '�; ^? y• i„` t ;:.y ..�� z .. e " -• •Ilt._ �,. /l• 4.4 f. ::Am s f ■A icy/../►•11 .r c .ir`�''* © • -4 f _... i. oak :� 4.?'" -s ' l 6 Er- i=LYr ..yr., 74. .. S •Y •t or d., �- `• F r1 A.• - - !`jyl r pr�' 'I 1 I !� Garaie '°I.°f•-'-', I 4.7, Share.akt; `W i )��f NI I ti ;I �� III}�+ •... , _ ._.- ,i ytt- ..'-t':"" L-'sk. .�; i.F II .7 l_Tr.-,.... rr •rs, J 1 " t RLa a I ' 4I..( '?i ,� `4 L FIX , {_n.A 1 L2 _ 11 ....+rf`r �• •t -�' i,fir a 1_ t ,I r 4 l 9 j ■ _ �� _ , .1� _ I 7 t !a Ii;� .'::.,>.t„ 1 .1. 3 ail t 1 li tst e.t a 3 iii !fill' ,'1t : Ird i "rte'*j.•' U i -T� •�M i� '• 4 1.5.* i NAR Tr% % c.m `•IlNW" - It• i.-.Air- a: .A4 4 .0 _ , 1 ,} 1 i�`•44 I -i ,f_1 '.1 ,,,-.11,-The t l'ti - j $$ 4!jI .$*r. Igm - � �i i -i - 12 est .;, .eveloP a �' _ �.`:; n_ •y22. ..- -- �L �-.r: �7 - t '" 1�gl oatitt It ,i1f ti ..._ - ' y C'S C7'V'x •` b a t -sea ..`f3eili( t .. •"li,,,i _".a .L .,.+i 4.v . 1 =itl i£�7.. Tr 1ti �:r,. • 1«,t` sMflf; a .4 �1,3R�0 S., • 9 - (tin :y.__.�. , 2 1 : '..�" -".� r; yt 11"41 • � ©a�7' 1 ; It 2 .Pull':-Y1' u,ui m ,7 r �1�� ' .- `� t ��NI `J swl` 14 D bat ~i� `+ rj 1 •Ijl!_ tr 'gin SII .) r• , 1,,t'l ., ...Tv A ,�_ . * �� �I.1,..� �z: 411111'' "II* ,lb k`II' 1 rt' ? •lihr .� "-�Fy. fi �� j_ ,r' �� ' .ltd;,-1 pts S 1 or 7`I y !!"'Tti14113 �� y ir , r- 1, i\, �', -._ Il, • .1, �s l , �i ,, i,•i...,„•• '- ! } "" f 1 4 n:.,,Vit, ='— nj{� "-#r `-,�.1��. , .,i z "1 s ! t.a t_ ..L:1�' //� N'� (ENfERLAIfE -. il! 1' __ a it t .;O;.• .r ,t,.sl \•% uia ........� t nili ��i3O,1._,.,, ` 115 Center Lake LID ., 1:*i/ �' {_iii 1 11 1 4�P� ''i''25 Pa o , ,�'- i•,1 :�,—t t Stormwater -'' r�.�� t its Y.,f. � 1ti • ( o ri .* .�+'• 'ILI.i, -.ler'. 41-.,rt.''',: •;w11i / 1 l AN r krA Ni, -1{f• i♦ +� I S{ ; 771-�i .0 �/ 'r. at ' r ei .:.,„..--01::0-_- _--'w,ro4,iPATi oripit . I f Pt l :a j 0,7";--.tea 1 i f i ,y�►` ^►� Improve •- t`s'• , a >- �o.o-OI a - : iii iki I , Tf .t(� t.......$ .r�f t-,11.488 .'}' ,....,,,.____il„. ..: „....,_: ..c. , NB I -- ,iktia, I —- I i 1 1, , O�'o-p T �� uy: a 4rYi 7�1! s f_ 46'....!_"1�e�. ..a ._ L I ° M 1 qo o-o or o o-o q Q9i[ I I I ®� 0 �°"' /•QO °r00-O o0t o0°oaoo l000boe oo - -I I 1 800 - JJ _I1__..-1 1 1I i di •23 R ® E Finding destinations in downtown, either from the Ii South Lake Trail or SR 50,will be key in building the downtown Clermont brand in the community's NI I) � consciousness It is of particular importance as a key location along the Coast to Coast trail, as cross-state cyclists looking for destinations will be helped by Construction $425,000 a a robust system of signage and wayfinding This Design+Engineering(20%) $85,000 system is recommended to include elements such Permitting(2%) $8,500 as monument signs,vehicular directional signs, and Equipment+Mobilization(14%) $59,500 pedestrian directional signs The visual elements of the signage should include the"Clermont Choice of Contingency(25%) $106,259] Champions" branding TOTAL $684,250 14 City of Clermont Downtown C Waterfront Master Phn 0t1 ,til • : ' C . : . EST LAKE WETLANDS .. A.1,3 , 0 t *, - . �, �1 ' '�.\t � �am 'r 1 t4w it \‘0 ..40 , 'F �' \)7..1T ./ c3'.—4;,'i a4--s , , `1 ti �'+ Triathlon Beach - - �e A, t. r. . 1- li '''<- ` ..z\--....0° -1--4,„ ," ,.,._ _ ____ _,.. ...,,,.. AI, i2i.N.i.'....4., „...<6, • . ,.1-..", : ---v7 , '-_. ,),.-}0., ,i.. ,.• ..: r_a a . -i r w" `/� t« 1 H ` a ,,� - a i e�J r "' 1 I� i xa1r,fes. #- ' �ur r✓ -~��''=,�.`�4'11 .•111 I ►° �. ce -�'� ,� -fir - l ` "- •. _() I �� tl'_ „ 'i R �11 -12. 1-1.3°A.: ":s R1 { ,"'rr :t �\ �,Event Area f'a* – 4r-•,,���4••�•'!`•l'+.w•`►•1 I ; ► � P i i�. ; �.: '+s \ nil ►*--- _ oQ,,,n � 4*. , U t 1 ,1, e-4 "kr-,1, vt� w ---'w '. --.:.... 77 °;ra o fp Pa 111.. �4�"t�e• i�r•. r. lir / ti.l •"' Its ,�� � ti b '# . . '1i �E}it ‘t x✓ i, - iter Marsh �, ;I allot-. _' :! .�. '!IJ r W `r-�1 l .i:s•�f --.1==r ..-11, Al 1 i �r•�\V'f. ••`• 1 'i, 1j , �� xTn� ,��n�_s it ' , Ve 1 ' I c , , ,I r c1�?..4 V• •ry =-r t ` kl ti sal i� — a .i ' _srmoi. -11 '1�JJJ 4!----. (II •1 117 West Lake, 1 'l 1t+ � P. vimil t 11 r. K :lil �: ��1Aletlands Pa `nr `,I 7a.P f.:,Z1_,zr*xx y. t S;k•n.La :-." ' �4tis..Y .1 ._ t �1 , r t to ` 4 5-.; neo a .. d -y r .:.r:4 — 14...1:,It _ b,I,1 . ..,.,I1` ?, 14 :rit 1'.i ,A,, 1 ;11-.41,,„ ■ i � �' ,r! y of �� — r - �# 1 - - . .l1 ': '11' 1 B., 77.: (fir..! - - _ - • �u• "C...: :K '1•• - i t T, II ,IA,. jl'>t,.'.�P71�i ii. , j T to. 1- I ,�11�"il..� • 1 '41.- �! IMMO •1# Development in the western portion of downtown is limited by on-site stormwater requirements, often making sites here 15%less functional than in other portions of downtown served by regional ponds In addition, the waterfront has several dry ponds that impact the environmental experience of the waterfront West Lake Wetlands Park serves to combine those Construction $5,350,000 elements into a utility stormwater pond serving west Design+Engineering(20%) $1,070,000 downtown and freeing up lakefront land for park or permitting(2%) $107,000 amenity development In addition,this area should be designed as a park space and event area for larger Equipment+Mobilization(14%) $749,000 races and include a filter marsh to polish the storm Contingency(25%) $1,337,500 runoff before it reaches Lake Minneola TOTAL $8,613,500 City of Clermont Downtown&Waterfront Master Plan 15 D MINNEOLA GREEN STREET ••.,....1.1r- ."-3,-'.. - !- ..... 6 4 * SS•-•‘,..e... . ,. -,--,,. - if / ".' 46101 il" Ihycr fit,`!' `� t... .--77., '1r ,......---..r -,. :- ( e" 01 LIG oi/. _ W-o ST • � 1 'N �. y,— . 4 M ._� .11•r. i- . f ,., ! ll 1 I �..`_IL,, .,.:,., , ,.. iir...: iy,M I . � �.. �• t TO _- .wy�.�u ,! tt----f� r. ��a'41� B Q.'� :�, Lam,.! �•' —!'i,'F"S- . .:,i ,, : 7 �.•� C rM .� ' 'If. ► I I li I it Imag.1 I• v1 lc' NI Mil .. 14'1- lal. >- k (` E 'r 17 $hared n .a pr, �1_•:i, E , � rlie �,• � I? ,ire , . ' '� "l�211't'it-p 5," lipm ,„. , .,.. ,- ----- AI • , 1 !,.- - r_TI �. — :7,..._,-_..... ....._'. ,is r - L w we N.. --.., -.7"*.Timit----- .• 1 " .. ' '''--.. ,I.All , - - bL._(1_1(k. 1 , aril .31.i ,, li4p k' I ,1,x,,, „iu1 ��:�o- , { 4-"� - r--'-- 4 I 'VJ . ,..„, Z.! �t, w S1 m ',�,„------s________ � - - v i l 0 130 � 00 _ • - ( _i b . _A2.` C_ '..-._� Several "Green Streets" are recommended for downtown Green Streets are locations that combine low-impact stormwater drainage techniques with Improved pedestrian streetscapes and that form the spine of the connected pedestrian and cycling -- environment in downtown,connecting the uphill parks Construction $1,625,000 1 to the neighborhoods and to Lake Minneola The first Design+Engineering(20%) $325,000 of these streets is Minneola Avenue from Lake Avenue Permitting(2%) $32,500- to the proposed West Lake Wetlands Park The street Equipment+Mobilization(14%) _ $227,500 would include stormwater planters, on-street parking, Contingency(25%) $406,250 upgraded street tree planting, a 5' sidewalk on the TOTAL north side of the street and a 12' multi-purpose path $2,616,250 on the south side of the street 16 City of Clermont Dc,wntown&Waterfront Master Plan • i, r == T= . � ,� jam - •e k....,.._-,..___t, f ; �,, �— �r 1i1 moi; -....,. .,,,i.. tim; 1, j R• 11111111 , 11 T1 JJ'1 vf'+RedeveI. !ent r ll[ 1=+�11k ..Iii, ' •-s..„.-. .. �.. -• b - �,�a ,�► -- ._.1L,� 4., ,..j1. " y am,.^ .«. in r • [xi • • _IVIS t ` D OTO ST ��. ir 1l�• f!./rysb; L N • .,.�• / ..... .SIV ^j :: l I rt��. , fir,3,a: . :� ' ' IljltIllll!(iil i Igllli!{fii'i'l Iliill i imgrimpo "'---) { .". Desot ! , si .. %IL*co•"3-0.9(A.,.1 -;iik 1 ws '�" N,1r, 4j�1 '' ,yi+''- , ,�'�\ ' ' ' .7.__.= k. 440,Vf r ���� sal, .wFl4 � � "� 1 r"- _ rte _■ s ,p f • 1. •, lit_ r ^1• CENTER LAKE F�- 'alb' �l! , ,0 / .G i • ��j r� r. PA �a G, 1 15 Center Lake LID Stormwater , r� - 4 aniumis .--.,C,..". IP ' , II `�-. ' • s :., a ,,Ir , (1 )( .i ... , , • ,:••.,. , ( 1 ,,, :.v.,:. •' ,.,. :.-„, #7.,,,,:::-,:., _., ,• A ..----i-ir- • -.._,..........._ ,.... .....,.. ' 45 , ..... i.t 1 i Oiroo, Y•'w r r�3>r " ,r.,,•• F •- r !j, _— ��� r_.�_ I El Y :•'-'..1414; irk. '" . a +6 t 16 Front Dour - �MIr.a�i1 s11a►s: 4;1; = ' Impro eme-r I -._r,. - C-0 O-0 O.O.0--0-0 • -- to 0% a'" N f 1 1 °f i 117-171o• I, amyl ED The current perception of downtown from SR 50 is undifferentiated and unremarkable The streetscape does not change to reflect the downtown and the signage is outdated A series of landscape improvements at 8th Street and SR 50 are recommended to make the entrance into downtown consistent with the quality environment found on the Construction $225,000 I lake side This landscape would include sidewalks, Design+Engineering(20%) $45,000 street trees, and incremental low-impact stormwater Permitting(2%) $4,500 management techniques Equipment+Mobilization(14%) $31,500 Contingency(25%) $56,250 TOTAL $362,250 City of Clermont Downtown e,Waterfront Master Plan 17 .' 0 "THE SWITCHBACKS" 01.1 .n- ii," 7 � • • . .• • • 1.#The Mars �_�x k ! LIP/GREEN STORM WATER / );i► ,� __r. ✓ '" MARSH + LAKE EDGE • _ ! / J! 1 . p i r / r //4(0 ., / • - 3 li, . , • of %.� J ' ! ,:s. ,_ .._ ._ ___i. ,\ _ _,4',././- - --(74.:9- i'e„:'• ) ifI t 1) ''-r `,, , u 21 LaketiOsceol`a. ' . I, 1 sRedeveloRment i R --=-..L--• c, , ri I j i I it- 1 ,...,"::, (it—,,k, ifs j,�i�t r , 'l% 1 = ' 7 —"isi i t - • , 1.,........., f If fillini-- I__{-\ . :i l 4 Z. Y7' ' ,.,., - ., ni ,.., N,,,, t_ 'Illia. 5 —: i p \ 50 C} \i 00' -- — g �2' t,'�►/ As the trail system is expanded away from the Lake Minneola waterfront into downtown and the close- in neighborhoods,there is opportunity to make a connection at the end of Lake Avenue In this location, steep topography has led to an unbuilt street right-of- way with the potential to carry a trail that connects to Construction $175,000J the proposed trail on Minneola Street This trail would Design+Engineering(20%) $35,000 be configured in a "switchback"design to lessen the [Permitting(2%) $3,500 I grade for all users and would conceptually contain a Equipment+Mobilization(14%) $24,500 community garden space in between the switchbacks Contingency(25°r°> that is accessible from both uphill and downhill sides 9 y $43,750 TOTAL $281,750 18 City of Clermont Downto,Nn&Waterfront Master Plan GETTING STARTED: INTIAL BUDGET ESTIMATE Design + Equipment + Project Construc- Engineering Permitting Mobilization Contingency TOTAL tion (20%) (2%) (14%) (25%) A The Promenade $4,165,000 $833,000 $83,300 $583,100 $1,041,250 $6,705,650 B Signage& $425,000 $85,000 $8,500 $59,500 $106,250 $684,250 Wayflndmg i 1 West Lake Wetland $5,350,000 $1,070,000 $107,000 $749,000 $1,337,500 $8,613,500 Park D Minneola Greet $1,625,000 $325,000 $32,500 $227,500 $406,250 $2,616,250 Street E "Front Door" $225,000 $45,000 $4,500 $31,500 $56,250 $362,250 Image Improvements F The Switchbacks $175,000 $35,000 $3,500 $24,500 $43,750 $281,750 Projects _,,, \ . o _ _ ,. ..--5-,-_-_„ _C24Pop' —5; --!! ra C.7r--y.Te,s'f:_ 4i4C-4.—._.:----:--_ ---- -------._ D-- -441r-W-/ -CD----,i i'-- qaPdtz• 0 4-)- -..- - 9,.0 4,7-0 „.,A -. . . a;-;lit, (--Ii_ra• oi- r.yr ,ip...elizw.M.- . .,_!;_t..,„7:, - ---,,v. . ,..,.. _ -....---,....-7-5-1 1 cY I ---------,* ' 'wil---- ---._ SP � /Sb 'e -- ` ,- ��� ,N° 3 --.--- -440,-,7 _,-- � r/d @ 4 4 . t � 41,40.,4, , IP7C. F 6 : ®Z4-1-,_::„.: r . ' ��_l�/—>-.„l. ® fir a,vd.'Q�� Q V 4•00,,,... . 'i • -1 ' ,0�� j'� • ©� \'f - _•.•W,,q•,N pus ssi/oa s, /A ' s. . .e,"At”.r �. !� \Q ►„ z +R SFr `' e ,, �' , ��,, Q®► A �`_r Z�,*^�: �;' �� X' � - 's em C ,4'tr, ---:arl.i �p � 7P". . . //"c _gill: Iiiik.' .-c,-;.41 . -- _____, N .I n � �z City of Cleimoot Downtown&Waterfront Master Plan 19 The Master Plan Vision Clermont is a place for people, with a great waterfront and quality sense of place, visual character, and image; connected to the greater city and supported by high performing infrastructure and services. COMMUNITY SOLUTIONS GROUP 618 E South Street Suite 700 Orlando, FL 32801 T 407 423 8398 F 407 843 1070 A GAI Consultants,Inc.Service Group Conceptual Stormwater Management Master Plan Environmental Services,City of Clermont APPENDIX C Conceptual Calculations for west Lake & Center Lake gai consultants a�.n��q n.a.mm.•.Ma. A141115 01,Task 001/Apnl 26,2015 GAI Consultants, Inc. • gai consultants 618 E South St , Ste 700 transforming ideas Into reality Orlando, FL 32801 CALCULATION SHEET Tel 407 423 8398 CLIENT/PROJECT Clermont Master Stormwater Plan JOB NO. A141115 01 SUBJECT Treatment Volume Calculations-West Lake Basin SHEET NO. 1 DESIGNED BY Jason Dunn INITIALS JPD DATE Apnl 16, 2015 CHECKED BY Keith S Haugdahl INITIALS KSH DATE Apnl 23, 2015 TREATMENT VOLUME CALCULATIONS 1 Treatment Volume Requirements St Johns River Water Management District(SJRWMD) requires that design Treatment Volume for a Wet Detention System be the greater of the following (a) TV, = 1 inch of runoff over the drainage area (b) TV2=2 5 inches times the impervious area (excluding the water bodies) Additional Treatment Volume is required for systems which discharge directly to Outstanding Florida Waters(OWF) This volume is an additional fifty percent of both the required treatment and and permanent pool volumes , (c) Woww=Additional fifty Percent(50%)the required treatment volume 2. West Lake Basin Area Breakdown Total Basin Area 2,195,908 SF = 50 41 AC Impervious Area Assume West Lake Basin has a certain percentage of impervious area= 85% 1,866,521 SF = 42 85 AC 3. Treatment Volume Calculations (a) TV, = 1"x Total Area = 182,992 CF (b) TV2 = 2 5"x Impervious Area = 388,859 CF *Impervious Area Governs 13 (C) TVoF, =50%x Req Volume = 583,288 CF , g 11 ( 1 Required Treatment Volume= 583,288 CF 13.39 AC-FT GAI Consultants, Inc. • gai consultants 618 E South St, Ste 700 transforming ideas Into reality Orlando, FL 32801 CALCULATION SHEET Tel 407 423 8398 CLIENT/PROJECT Clermont Master Stormwater Plan JOB NO. A141115 01 SUBJECT Treatment Volume Stage vs.Storage-West Lake Basin SHEET NO. 2 DESIGNED BY Jason P Dunn INITIALS JPD DATE Apnl 16, 2015 CHECKED BY Keith S Haugdahl INITIALS KSH DATE April 23, 2015 TREATMENT VOLUME STAGE VS. STORAGE A r , 1 ) e . v . r i r v . , v 1 l 1023 Cumltv Vol uumlty ' Stage Area(SF) Area(AC) Vol (CF) (CF) Vol(AC- NWL t , FTl 94 00 106,130 : 244 - - - Control EI 95 00 115,390 2 65 110,760 110,760 254 94 00' 96 00 125,310 2 88 120,350 231,110 5 31 97 00 135,900 3 12 130,605 361,714 8 30 98 00 147,097 3 38 141,498 503,212 11 55 Weir El = 99 00 158,976 3 65 153,036 656,249 15 07 98 50' 100 00 171,379 3 93 165,178 821,426 18 86 4 1 ) • S / 0 t I 9 / / I 4 I I 1 1 / / 1 Required Treatment Vol = 583,288 CF 'Treatment Volume Provided= 588,533 CF @ 98.50 I , Y 1 ) t 1 ) { 1 1 1 9 1 t • 1 1 1 • 1 , , 1 1 ( 1 f I I 1 > 1 ' 1 1 1 1 1 1 I t ) n 1 1 1 t 1110 1 I Y i 1 1 , d 1 J 1 1 4 1 1 / 1 11 13 I ) / , 1 1 S 1 1 1 1 J 1 1 J 1 ) 1 1 > 1 1 Y 1 ) t 1 ) 1 1 , 1 1 1 / 1 1 1 a I t 1 1 1 1 > I 1 • 1 1 1 1 ) 1 1 O 1 ) 1 1 1 P 1 J / 1 p 1 1 1 I I ) 1 I I ^ 1 ) , t1 15 1 1 I GAI Consultants, Inc. i gai consultants 618 E South St, Ste 700 transforming Ideas Into reality Orlando, FL 32801 CALCULATION SHEET Tel 407 423 8398 CLIENT/PROJECT Clermont Master Stormwater Plan JOB NO. A141115 01 SUBJECT Permanent Pool Stage vs.Storage-West Lake Basin SHEET NO. 3 DESIGNED BY Jason P Dunn INITIALS JPD DATE April 16, 2015 CHECKED BY Keith S Haugdahl INITIALS KSH DATE April 16, 2015 PERMANENT POOL STAGE VS. STORAGE , l 1 , 1 Stage Area(SF) Area(AC) Vol (CF) CUMIN Vol CUMIN Vol l (CF) (AC-FT) 84 00 48,652 1 12 - - - 1 ( 1 - 1 85 00 52,331 1 20 50,492 50,492 1 16 86 00 56,098 1 29 54,214 104,706 2 40 87 00 59,924 1 38 58,011 162,717 3 74 88 00 63,809 1 46 61,866 224,583 5 16 89 00 67,753 1 56 65,781 290,364 6 67 , , 90 00 71,756 1 65 69,755 360,119 8 27 91 00 75,818 1 74 73,787 433,906 9 96 l ] f 92 00 79,938 184 77,878 511,783 11 75 1 93 00 92,676 2 13 86,307 598,090 13 73 94 00 106,130 244 99,403 697,493 16 01 11. Control El t s r 1 , Required Permeant Pool Vol (PPV)= 14 70 AC-FT (See PPV Calcs) 1 i Provide Permanent Pool Vol = 16.01 AC-FT 1 1 • S ] < 1 ] ( i ] I 1 r I 1 ( l I I n I 1 + I ^ 1 . ( 1 1 11 0 1 ] 1 n ( • 1 , , , l 1 ] ( 1 , 1 1 t 1 . ] 1 1 L 1 l ( 1 J 1 ( 1 ) 1 1 ( 1 1 l 1 ) ( 1 ) 1 1 ( 1 l 1 l ( 1 l ! I 1 1 ( 1 , l 1 1 ( 1 0 1 1 l 1 1 0 1 J ( 1 ] ( ( 1 ) 1 I P l , 1 1 l l 1 1 1 5 1 ) 1 1 ) ( GAI Consultants, Inc. i gai consultants 618 E South St , Ste 700 transforming ideas into reality Orlando, FL 32801 CALCULATION SHEET Tel 407 423 8398 CLIENT/PROJECT Clermont Master Stormwater Plan JOB NO. A141115 01 SUBJECT Permanent Pool Volume Calculations SHEET NO 4 DESIGNED BY Jason P Dunn INITIALS JPD DATE Apnl 16, 2015 CHECKED BY Keith S Haugdahl INITIALS KSH DATE April 16, 2015 PERMANENT POOL VOLUME CALCULATIONS 1. Permanent Pool Volume ) 11 • SJRWMD requires a residence time of 14 days in a wet detention pond In order to meet this requirement, a minimum permanent pool volume(PPV) must be provided in the pond PPV can be determined by the following equation from the SJRWMD Applicants Handbook Regulation of Stormwater Management Systems PPV= (DA)(C)(R)(RT) = 19.80 AC-FT I (WS)(CF) PPV 0Fw = 50%x Req Volume = fi 14.70 AC-FT 1 2. Parameter Breakdown S3 DA= Drainage Area to Pond (AC) = 50.41 C= Runoff Coefficient= 0.82 , t 1 , Impery Area(C= 0 95)= 42 85 (SJRWMD Drainage hndbk Table 24-1) Pery Area(C= 0 1) = 7 56 (SJRWMD Drainage hndbk Table 24-1) R=Wet Season Rainfall Depth (in) = 31 (SJRWMD Drainage Hndbk Figure 29-1) RT= Residence Time(Days) = 14 WS= Length of Wet Season (Days)= 153 June to October CF= Conversion Factor(in/ft)= 12 1 , 3. Mean Depth Calculation e > < Per SJRWMD Rules and Regs, the Pond Mean Depth is required to be between 2' and 8' PA= Area of the pond at NWL= 2 44 AC PPV'= Provided PPV(See PPV Stage-Storage) = 16 01 AC-FT > I3 Provided Pond Mean Depth= PPV = 6.57 FT PA > i 1 1 > f 1 > < 1 15 2 < 1 , , , > < , I / 15 1 i , , e t t 1 GAI Consultants, Inc. ! gai consultants 618 E South St, Ste 700 transforming Ideas Into reality Orlando, FL 32801 CALCULATION SHEET Tel 407 423 8398 CLIENT/PROJECT Clermont Master Stormwater Plan JOB NO. A141115 01 SUBJECT Drawdown Structure Sizing Calculations SHEET NO. 5 DESIGNED BY Jason P Dunn INITIALS JPD DATE Apnl 16, 2015 CHECKED BY Keith S Haugdahl INITIALS KSH DATE April 16, 2015 ORIFICE DRAWDOWN SIZING CALCULATIONS The rule requires that no more than half the treatment volume should be discharged in the first 24 to 30 hours after the storm event v v , 1. Average Discharge Calculations Average discharge rate(Q) required to recover 0 50"of treatment volume(TV) in a desired around time(t) Q= %TV TV = Treatment volume(CF) = 583,288 t CF 3S TV= half of TV(CF) = = 291,644 Q= 2.70 CFS t = Recovery time(hours) = 30 CF = Conversion factor= 3600 sec/hr = 3,600 2 Average Death of Water Calculation Average depth above flow line of orifice to center of treatment volume + t • , t , v , t t h =(h1 + h2) h1 = Depth of water from top of treatment volume to flow line of orifice(ft) 2 - h2 =Depth of water from half of TV stage to flow line of orifice(ft) _ h =Average depth above flow line between the top and 1/2 of TV h = 3.06 FT e, = Elevation at center line of the orifice , o I h1 Stage Elevation(FT) = 98 45 h1 = 4 12 , • f h2 Stage Elevation(FT)= 96 33 h2= 2 00 e, Stage Elevation (FT)= 94 333 3 Onfice Sizing Calcs Onfice equation= Q = C A (2 g h)112 Q = Rate of discharge(CFS)= 2 70 g = Gravitational constant(FT/SEC2)= 32 2 h = Depth of water above the flow line(center)of the orifice(FT)= 3 06 , r C=Onfice coefficient(usually assmend) = 0 6 A= Orifice Area(SQ-IN) A= Q = 46 2 = 0 32 SF C (2 g h)1/2 D1= Required orifice diameter(IN)= 7 7 1 D2=Provided orifice diameter(IN)= 8.001 GAI Consultants, Inc. • gai consultants 618 E South St, Ste 700 transforming Ideas into reality Orlando, FL 32801 CALCULATION SHEET Tel 407 423 8398 CLIENT/PROJECT Clermont Master Stormwater Plan JOB NO. A141640 00 SUBJECT Treatment Volume Calculations-Center Lake Basin SHEET NO. 1 DESIGNED BY Jason Dunn INITIALS JPD DATE Dec 9, 2014 CHECKED BY Jaime Igua INITIALS JLI DATE Dec 9, 2014 4 48541 TREATMENT VOLUME CALCULATIONS < , < 1. Treatment Volume Requirements St Johns River Water Management District(SJRWMD) requires that design Treatment Volume for an Off-line Retention System be the greater of the following (a) TV, = 1/2 inch of runoff over the drainage area (b) TV2 = 1 25 inches times the impervious area(excluding the water bodies) [ , ( ! t t < I315 2. Center Lake Basin Area Breakdown FDOT Contributing Roadway Area Total Rdwy Area 209,267 SF = 4 80 AC Impervious Area Assume FDOT Rdway Basin has a certain percentage of impervious area= 100% 209,267 SF = 4 80 AC , 3. Treatment Volume Calculations (a) TV, = 1/2"x Total Area = 8,719 CF (b) TV2 = 1 25"x Impervious Area = 21,799 CF *Impervious Area Governs f t Required Treatment Volume= 21,799 CF 0.50 AC-FT • t L I B ! / t / , a l GAI Consultants, Inc. • gai consultants 618 E South St, Ste 700 transforming ideas into reality Orlando, FL 32801 CALCULATION SHEET Tel 407 423 8398 CLIENT/PROJECT Clermont Master Stormwater Plan JOB NO. A141640 00 SUBJECT TREATMENT VOLUME STAGE VS.STORAGE SHEET NO. 2 DESIGNED BY Jason Dunn INITIALS JPD DATE Nov 12, 2014 CHECKED BY Jaime Igua INITIALS JIL DATE Nov 12, 2014 t ) C I ) I ) I > I 1 I ) 1 1 ( 1 1 ) ( ) C ) C ) ( C ) f t 1 ( ( 1 t ) 1 1 t l t ) ( 1 > t r TREATMENT VOLUME STAGE VS. STORAGE Cumltv Vol Cumlty - Stage Area(SF) Area(AC) Vol(CF) (CF) Vol(AC- FT) 9700 21,154 049 - - - 98 00 26,507 0 61 23,831 23,831 0 55 4111 - =Required Treatment Vol = t ) 21,799 CF IC 22 (Treatment Volume Provided= 23,831 CF @ 98.00 I t ! ) ] ( t ( 1 I ) III ; I ) 1 ) C 1 ( ) ( 1 ( ) ( I C r I I ^ t ( I I ] 1 1 1 1 t 1 II > t ) 1 16 t 1 > t 1 1 l ( 1 1 1 l l > 1 ] I II 1 1 ) t I C ) ( II IIIIIIII ) ] t 1 1 2 1 12 It 1 5 l 6 PROJECT NAME PROJECT NO Clermont Master Plan R140908 STATEMENT OF PROBABLE COST !J gal consultants DATE 1/16/2015 PROJECT PHASE #7A-West Lake Wetlands Park Item No I Item I Qty I Unit I Price/Unit I Subtotal A Earthwork&MOT 1 Maintenance of Traffic 365 DA $520 00 $189,800 00 2 Stormwater Pollution Prevention Measures 6 AL $6,750 00 $40,500 00 3 Cleanng and Grubbing,Disposal 10 AC $9,500 00 $95,000 00 4 Pipe Demo 250 LF $35 00 $8,750 00 5 Land Acquisition 1 LS $625,000 00 $625,000 00 Subtotal $959,050 00 B West Lake Pond,Walls&Filter Marsh 1 Wetland Impact 1 LS $232,400 00 $232,400 00 2 Earthwork/Embankment 10,015 CY $9 75 $97,644 44 3 Sheet Pile Wall 1,615 LF $110 00 $177,650 00 4 Concrete Cap for Sheet Pile Wall 1,300 LF $460 00 $598,000 00 5 Regular Excavation 20,980 CY $5 60 $117,486 76 6 Conrete Retaining Wall 90 LF $995 00 $89,550 00 7 Conrete Stairs 1 EA $21,000 00 $21,000 00 8 Concrete Sidewalk,4"Thick 1,000 SY $55 20 $55,200 00 9 Manhole,Type J-8,<10' 2 EA $8,100 00 $16,200 00 10 Pipe Culv,Round,St 24"-30" 250 LF $85 00 $21,250 00 Subtotal $1,426,381 20 C Pavement,Curbs,&Roadways 1 Roadway Bndge 1 LS $750,000 00 $750,000 00 2 Optional Base,Group 6 0 SY $45 00 $0 00 3 Superpave Asphalt,Traffic C,2"Thick 0 TN $120 00 $0 00 Subtotal $750,000 00 D Utilities,Signage,Lighting,&Striping 1 Utility undergrounding 1 EA $115,000 00 $115,000 00 2 Street and park lighting 25 EA $6,400 00 $160,000 00 3 Electrical service and wrong 1 AL $1,850 00 $1,850 00 4 Interpretive/Environmental/Park Signage 1 LS $84,000 00 $84 000 00 5 Thermoplastic Stnping 1 AL $6,500 00 $3,250 00 Subtotal $364,100 00 E Site Hardscape&Furnishings 1 Pedestnan Boardwalk 4,720 SF $85 00 $401,200 00 2 Boardwalk Railings 1,180 LF $120 00 $141,600 00 5 Observation Tower 1 AL $235,000 00 $235,000 00 6 Playground 1 AL $115,000 00 $115,000 00 7 Seat Walls/Low Retaining Walls 300 LF $185 00 $55 500 00 9 Benches 15 EA $3,800 00 $57,000 00 10 Tables and Chair Sets 0 EA $5,100 00 $0 00 11 Bike Racks 3 EA $3,500 00 $10,500 00 13 Litter Receptacles 8 EA $2,350 00 $18,800 00 14 Tree Grates 0 EA $1,500 00 $0 00 15 Aerator 1 AL $21,00000 $21,00000 Subtotal $1,055,600 00 F Landscape&Irrigation 1 Sabal Palms 100 EA $295 00 $29,500 00 2 Canopy Trees-Large 100 EA $2,100 00 $210,000 00 3 Aquatic Trees 100 EA $840 00 $84,000 00 4 Shrubs and Groundcovers 43,000 SF $4 20 $180,600 00 5 Littoral Planting 130,000 SF $1 35 $175,500 00 6 Bahia Sod 43,000 SF $0 45 $19,350 00 7 lmgation 43,000 SF $1 75 $75,250 00 8 Tree Imgation 100 EA $140 00 $14,000 00 9 Imgation POC Meter,BFP,&Controller 1 AL $17,500 00 $17,500 00 6 PROJECT NAME PROJECT NO Clermont Master Plan R140908 STATEMENT OF PROBABLE COST !� gal consultants DATE 1/16/2015 PROJECT PHASE #7A-West Lake Wetlands Park Subtotal $805,700 00 Subtotal Capital Improvement Budget $5,360,831 20 G Design,Engineering,and General Gond 1 Design and Engineenng Fees $1,072,166 24 2 General Requirements(Equip,Mobiliz Bonds) $750,516 37 3 Permitting/Fees $107,216 62 4 Contingency(25%) $1,340,207 80 Grand Total $8,630,938 23 GAI has no control over the cost of labor or matenals the General Contractors or any Subcontractor's method of determining pnces competitive bidding and market conditions This opinion/cost analysis is made on the basis of expenence qualifications and best judgment of a professional construction consultant familiar with the construction industry GAI cannot and does not,guarantee that proposals,bids or actual construction costs will not vary from this or subsequent cost opinions GAI staff of professional cost consultants has prepared this opinion in accordance with generally accepted pnnciples and practices This staff is available to discuss its contents with any interested party °) o YMI • y 'C ON4O y) N �. nj IC t0IpN � W co a C Ae OC O) 0O J MO J at — E• 5t'l •5 E u �:i. `v � a. it ao � E m °) �o W W a I- > O a) 10 O O ` li O O ` ytl) C Q y CQ 4 0 00 . 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Conceptual Stormwater Management Master Plan Environmental Services,City of Clermont APPENDIX A Meeting Minutes & Selected Historic SJRWMD ERP Drawings and Reports • gal consultants A141115 01,Task 001/Apnl 26,2015 MOW 'WO 9014‘114,,f1 19.1 I,10 g 1N3Y 4013A3O-3kld-S3aWO e - o P s °'= 03HS I•H.LYM oNV 3JVNIV4AGo nrvaa e ``°' i t. m 3`JVNWUO NMOINMOO y d /�iFT�, " i r'__�, _l `i a " s, INOWt O JO ADO fa. ' 1 s'' a§ i^ x .LNC�IJ m :,.-.y {am-=_--d, \S\-) '''''..- \\,, _,...,i -'----1 _„ _.:-I , , �J`6 - , ��, • .im -. - ' u _.. z F\ co , \ t L' \ I \ '' , u, 1 I I Ji `,. '� II ,�VA'�� T'� ❑ 3 4,f F •- f I p „t,a 1 - 3 F i, , I� v� ',,, ______I.4 'I -,-1, 4 1 \ ,\, \ ', _- ,, 4 .i \ , —=,-.T. r_r_Ri ___IE \�1 1k� \ I 1,,,i ,‘ „____ , ,,... .____ _ A-f{; f�'v ,l` �-`I'J7 t _- 1 J J;- f__„, 1, L�., �� X,� _ ,,yll 1111,kk I \ ._ - - ti 1 if .. 1 L 7I �� � ' , L - I-' _ I "11 t '1' t viI , �� ���, f 1 �` Ir �r tiI ., '1"'-''''' '. 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SJRWMD Pre-Application10 Date March 13, 2015 Project No A141115.01 Project Title Clermont Conceptual Master Stormwater Master Plan Meeting SJRWMD Pre-Application Meeting Meeting Date March 2,2015 Location SJRWMD Maitland Service Center Attendees Company Representative Phone Fax/ Email SJRWMD Susan Davis, CEPSC 407-659-4838 sdavisAsjrwmd.com SJRWMD Sandra Joiner, PE 407-659-4871 sjoinerCalsjrwmd.com GAI Bob Schanck, PE 407-423-8398 r.schanckCalgaiconsultants.com GAI D J. Silverberg, MS, PWS 407-423-8398 d sdverberg@gaiconsultants.com GAI Jason Dunn, PE 407-423-8398 J.dunn@gaiconsultants.com Purpose To discuss the conceptual Master Plan for the City of Clermont and future master stormwater systems to accommodate the proposed redevelopment Discussions: 1 Project Introduction— GAI descnbed the master plan over the next twenty years for City of Clermont and the integral master stormwater system associated with that plan. In terms of Master planning for stormwater system, GAI expressed that some of the major goals were to reduce the nutrient loading to the Outstanding Florida Waters(Lake Minneola)and also implement low impact or"green"infrastructure throughout the downtown redevelopment area. 2. Existing Permits—GAI described their research of the historic permits and the future potential modifications to those permits.GAI also requested some clarifications of the permitted systems ➢ SJRWMD Staff commented that the existing master downtown drainage &stormwater system (ERP 42488-1)didn't appear to be consistent with the presumptive criteria for the entire drainage basin as defined in that permit, but rather for a particular additional impervious area (approx 12 acres) The staff stated that there will need to be further meetings to understand the historic permit and agreement in how to submit future modifications 3 Stormwater Permitting &Proposed Concept Plan—GAI described the master concept plan and utilized the drainage improvement exhibit for that discussion 0 gai consultants transforming Ideas into reality. Rev 05/2014 Page 1 of 4 Project Meeting Minutes SJRWMD Pre-Application D Waterfront Basin—This basin is associated with the existing ERP 42488-1 for the downtown area. As permitted,the historic"Basin A"is 35.70 Acres is size The concept future plan is to reduce the basin area contributing to Water Retention Area (WRA-1) at the waterfront(approx. by 11 acres) • The treatment criteria didn't seem to be consistent on the historic permit modifications and SJRWMD Staff agreed that there needed to be further discussions as the master plan project moves forward. It appears that the WRA-1 was designed to handle approximately 12 acres of additional impervious area D Center Lake Basin —GAI noted that this is a closed basin and currently experiences flooding in extreme rain events. GAI noted that an existing permit, ERP 89172-1 —Center Lake Storm Improvements, attempted to mitigate for direct discharge into Center Lake and permitted a propose lift station &force main for flood mitigation The treatment mitigation is accomplished by a swale system that stages along the perimeter of the pond prior to discharging into Center Lake. From the existing permit, the storage volume around the perimeter of the pond appears to approximately be 14,000 CF of volume Along with the storage in the treatment swales around the perimeter of the lake, the historic permit also allowed for a construction of an off-site pond (12th Street location)for the treatment of the FDOT right-of-way. • GAI inquired about the concept of pumping to an off-site location as in this historic permit. The SJRMWD staff commented that pumping is not allowed for recovery and that reallocating basin drainage from one basin to a different basin needed to show hardship, such as flooding, as in this case The staff mentioned that this practice is not typical and is reviewed on a case by case basis. The Staff also commented that it is typically allowed for"retrofit"projects of some sort, which have the added benefit by not having to meet the Presumptive Criteria • The SJRWMD Staff mentioned there were discussions with Terry Dykehouse(City of Engineer for City of Clermont)concerning a new public works facility at the 12th Street pond location form ERP 89172-1 D West Lake Basin —GAI described the shift of basin drainage from the historic system (ERP 42488-1)toward a proposed wet detention master stormwater system at the West Lake location The proposed master system drainage basin at West Lake would include approximately 48 acres of area That area is a combination of the swapped area from the existing master system (approx.. 11 acres, ERP 42488-1), limited and small permitted areas with treatment ponds (ERP 19437-1, - 2, -3 &ERP 42435-1 and -2), and areas that currently have no treatment available. • The project plan is a development of a wet detention system for the West Lake drainage basin that would meet the presumptive cnteria for the future development 4 Environmental Permitting—GAI noted that there would be impacts to existing wetlands located both at the West Lake location and along the Waterfront of Lake Minneola In both cases, GAI is hoping to develop a project program that provides for a"net zero"effect that would generate mitigation credit sufficient to offset the impacts associated with the stormwater systems GAI anticipates achieving this goal by removing invasive species and providing appropriate plantings for these ecosystems D West Lake Basin—GAI described the project plan to impact a portion of the wetlands for the development of a wet detention system but also the improvement of the existing wetland through several means (removing invasive non-native species, increasing residence times, etc) • The SJRWMD staff inquired about the ownership of both Center Lake and also West Lake properties. GAI stated that the City of Clermont owns those properties and that there was some discrepancies on the property appraiser's website at this time District staff stated the improvements would require a conservation easement, and that restoration plantings would require ongoing maintenance and monitoring District staff also indicated that portions of the project area (portions of West Lake and all of Center Lake) may be Sovereign Submerged Lands, and that an inquiry to the FDEP to confirm is recommended • gai consultants Rev 05/2014 Page 2 of 4 transforming ideas Into reality. Project Meeting Minutes SJRWMD Pre-Application 5. Potential Recharge Credits&MFLs Mitigation—GAI inquired about the possibility of potential recharge credits and MFLs mitigation benefits based on the concept project and the historic Center Lake permit The staff acknowledged that this might be a potential avenue to explore and that we would need to follow up with James Hollingshead in the Water Use Planning and Regulation department at the district 6 Potential Funding Sources—GAI discussed cooperative funding with the SJRWMD staff and described how this plan is very similar to the City of Eustis project, and that case, there was cost sharing funding with the district The Staff agreed and recommended GAI to pursue speaking with the Troy Rice who is the cooperative funding staff at the district Action Items: 1 Recharge Credits—GAI to research and coordinate for potential recharge credits with James Hollingshead, SJRWMD 2. Grant Funding/ Cost Sharing —GAI to research and coordinate for cooperative funding grants with Troy Rice, SJRWMD Any clarifications or corrections to these minutes should be submitted in writing to the author within ten calendar days of the issued date of these minutes. Respectfully submitted, GAI Consultants, Inc J. dnDunn, PE Project Engineer cc James Kinzler, Assistant City Manager Paul Roy, Director of Environmental Services • gai consultants Rev 05/2014 Page 3 of 4 transforming meas into reality. Project Meeting Minutes SJRWMD Pre-Application SJRWMD AGENDA Clermont Master Stormwater Concept Plan Pre-Application Meeting March 2 2015; 2:00 p.m. 3 Project Introduction -Clermont Master Stormwater Plan. 4 Existing permits research results discussion. - Downtown Drainage and Stormwater System—ERP—42488-1 (Historic Master Plan). o Historic Drainage Map - Center Lake Storm Water Improvements—ERP—89172-1 o Historic Drainage Map 5 - Stormwater Permitting &Proposed Concept Plan - Waterfront Basin o Basin Size Reduction/ Relocation of WRA o Stormwater Criteria - West Lake Basin o Future Development o Flood Plain Impacts o Stormwater Criteria - Center Lake Basin o Off-site Compensation for Future Development o Flood Control &Mitigation o Stormwater Criteria 6. Environmental Permitting. - Wetland Impacts o Waterfront—Lake Minneola o West Lake ■ Potential for Net Improvement 7 Potential Recharge Credits&MFLs Mitigation - Central Florida Water Initiative Regional Water Supply Plan - South Lake Regional Water Initiative o Coordination between City of Groveland &Clermont to mitigate MFLs 8. Potential Funding Sources - Cost-Share Funding for Upper Ocklawaha River Basin lakes Meeting Goals 1. Confirm that the pre-development permit research is accurate with the District 2 Confirm storm water treatment criteria for Waterfront Basin, West Lake Basin, &Center Lake Basin I gal consultants Rev 05/2014 Page 4 of 4 transforming Ideas Into reality. Conceptual Stormwater Management Master Plan Environmental Services,City of Clermont APPENDIX B City of Clermont Approved Downtown & Waterfront Master Plan • gai consultants i.nnJnr•nq id�w mm rar w, A141115 01,Task 001/Apnl 26,2015 PIAtt 11* ' r ,.,4 ��ry� 1.1-.4....;,... it I - .., . r Y fikciet n _ • �� •++_ : . ? p- ."e.-r 41,1 1,'— 1 ri r"-\, L. : V r. . " : ! ,-;12\.1 . i.,• tl 44 d• * a� 1,� _ �' 0 ('v, 1 .-r. . SMc - j. ;, ry t f• R y .1, 4 ALJ �l� ',. J o•.~F. V4• , �, a e _ t ,R r N. .r' ?`.'. ' C. All. `` ,� i , '`far 4 f •1jj�' r `` . `� - , . • :�,� �- City .ofrClerm�ont -'i 4 .,.� <A t- r -. , • - • Downtown &Watrfront , �.� .. .�„; 111. .r _ .-?,v t I'LL', L• ..' .. ^1 •'''� _�4, ,;- Master Plan ; , • r ... ` 'r" ��� � r--,,,, _ .7 1: 1 may, r, .,tlt� tr7 • L�fat r. _ i' 1 lift . r'}.ei ,i5...,- cT r- T. „ !z i'- '44; j,, , �,. v vhf_r' 'T:�r'� N. 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'41 : i II i ii I �1� li 1 , ~-- _ - — -— - __- __.4,_ - Choice of Champions 1 I Lake County Inr1• V' V� t WATER AUTHORITY Michael J Perry, Executive Director • Neil Kelly, Secretary-Treasurer 27351 SR 19 • Tavares Florida 32778-4251 • (352) 324-6141 • Fax(352) 324-6364 • email info@Icwa org • www lcwa org July 13, 2016 Tracy Ackroyd Howe, MMC City Clerk City of Clermont 685 W Montrose St Clermont, FL 34711 Dear Ms Howe Enclosed you will find one fully executed Stormwater Grant Program agreement to fund Clermont's West Lake Wetlands and Pond Facility and Purchase Order#20161351 Sincerely, d Linda Marino Administrative Assistant LM Enclosure We Moved New Address Lake County Water Authority 27351 SR 19 Tavares, FL 32778-4251 New Phone: (352) 324-6141 New Fax: (352) 324-6364 BOARD OF TRUSTEES District One District Two District Three District Four District Five At-Large At-Large Peggy Cox Carolyn M Maimone Doug Bryant Charles C Clark Adam Dufresne John N Harris Purchase Order Fiscal Year 2016 Page 1 of 2 CI°C* Revisions 000 THIS NUMBER MUST APPEAR ON ALL INVOICES 1 PACKAGES AND SHIPPING PAPERS Lake County Water Authority Purchase 27351 SR 19 Order# 20161351 Tavares, FL 32778-4251 Delivery must be made within Telephone 352/324-6141 Fax 352/324-6364 doors of specified destination v 1 980963 S LAKE COUNTY WATER AUTHORITY E CITY OF CLERMONT H 27351 SR 19 N'; 685 W MONTROSE ST p; TAVARES, FL 32778 Dr CLERMONT, FL 34711 O T RI Q Vendor Phone Number Vendor Fax Number Requisition Number Delivery Reference 20161483 Date Ordered Vendor Number Date Required Confirmed To Contracting Officer 07/05/2016 980963 DONNA VILLINIS Item# Descnptlon/Part No Qty UOM Cost Each Extended Price 1 STORMWATER GRANT TO FUND 1 EA $643,030 00 $643,030 00 CLERMONT'S WEST LAKE WETLANDS AND POND FACILITY PER ATTACHED AGREEMENT 25% COST SHARE FOR WATER QUALITY PORTION NOT TO EXCEED PO AMOUNT WATER AUTHORITY BOARD APPROVED 4/27/2016 STATE EXEMPT NO 85-8012646344C-7 FEDERAL ID 59-6018003 / •eRTANTk ead ,erm. and onditrons provided as part of this purchase order Purchase Order Total l Aathonzed: 643,030 00 Vendor Copy IMPORTANT TERMS AND CONDITIONS DELIVERY OF GOODS AND/OR PERFORMANCE OF SERVICES SHALL CONSTITUTE ACCEPTANCE OF ALL TERMS, CONDITIONS AND PRICES AS SHOWN ON THIS PURCHASE ORDER, OR ATTACHED TO OR REFERRED TO, AND WHICH ARE MADE A PART HEREOF BY REFERENCE,AS FULLY AND TO THE SAME EXTENT AS IF COPIED AT LENGTH HEREIN IF THESE TERMS AND CONDITIONS ARE NOT ACCEPTABLE,THE VENDOR/SELLER MUST NOTIFY THE CONTRACTING OFFICER LISTED ON THE FACE OF THIS DOCUMENT UPON RECEIPT OF THIS PURCHASE ORDER BEFORE ANY DELIVERY IS MADE OR SERVICE PERFORMED 1 All terms and conditions of this purchase order shall become part of the contract between the Lake County Water Authority(AUTHORITY) and the Vendor/Seller The Vendor's/Seller's different or additional terms will never become part of this contract 2 The content,terms and conditions of this order may not be modified by any verbal understanding No modification in price,delivery, method or schedule,quantity,quality,specifications or any other term of this contract will be effective unless agreed to in writing and signed by the Contracting Officer or Procurement Services Director 3 Title shall pass to the AUTHORITY only after delivery and acceptance of the conforming goods at the designated location Notwithstanding any agreement to pay freight or transportation charges,the risk of loss or damage in transit shall be upon the Vendor/Seller Delivery shall not be complete until the goods and/or services have been received, inspected,and accepted by the AUTHORITY 4 Collect shipments will not be accepted In the event that the AUTHORITY agrees on the face of this document to pay freight or transportation charges,all such charges shall be fully prepaid by the Vendor/Seller and included on the invoice A copy of the original freight bill shall be included with the invoice 5 The Vendor/Seller warrants that the goods and/or services supplied hereunder will be of good workmanship and of proper matenals,free from defects and in accordance with specifications If the Vendor/Seller knows the AUTHORITY'S intended use,the Vendor/Seller warrants that the goods and/or services are suitable for the intended use 6 Except to the extent Federal law is applicable,the interpretation,effect, and validity of this contract shall be governed by the laws and regulations of the State of Florida,and the Lake County Water Authority Board of Trustees Venue of any court action shall be in Lake County, Florida In the event that a suit is brought for the enforcement of any term of this contract,or any right arising therefrom the parties expressly waive their respective rights to have such action tried by jury trial and hereby consent to the use of non-jury trial for the adjudication of such suit 7 In accordance with the Federal Code and Florida Statute,it is the Vendor's/Seller's duty to provide the most current Material Safety Data Sheet for any toxic or hazardous product with the delivery 8 INVOICING Each invoice shall contain the following minimum requirements/information in order to be processed for payment A Name of vendor and remittance address of vendor(i e,where payment is to be submitted), B Date, C AUTHORITY Purchase Order number, D Quantity of items shipped or delivered, Item description, Unit price, Extended price for each item, E Total amount of invoice, F For invoices involving the purchase of services, 1 Itemized description of services performed, 2 Date services were completed, 3 Billing methods for services performed(hourly rates, percentage of completion,direct costs,etc), 4 Itemization of other direct reimbursement costs G ALL INVOICES MUST BE SUBMITTED IN DUPLICATE TO THE BILLING ADDRESS LISTED ON THE FRONT Failure to send the invoice to the correct address will delay payment H Reminders to Vendor 1 The total amount of goods and services on this Purchase Order cannot exceed the TOTAL amount on the face of this document including any freight or shipping costs 2 PARTIAL PAYMENTS MAY BE MADE ON A PREAPPROVED EXCEPTION BASIS ONLY Back orders will be accepted on this Purchase Order, but,will not be paid until the entire order is received and accepted 3 The Lake County Water Authority is exempt from State of Florida Sales and Use Tax and Federal Excise Tax The Florida State Sales Tax Exemption certificate number is noted on the face of this document I If you have any questions on this order, please contact the Lake County Water Authority at 352 343 3777 Rev 09/2006