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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
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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
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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.
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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
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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.
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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/
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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
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A141115 01,Task 001/Apnl 26,2015
Conceptual Stormwater Management Master Plan
Environmental Services,City of Clermont
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CLERMONT MASTER STORMIMATER PLAN
F CLERMONT, FL ”' IB�
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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
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_!'L �.'� Residential \: ' .5...t• 04 .1:1'.;...)`^ f ' mom'
igitiKiiiii1411 LI1111114111 • 1 11M-4111
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. ( : , . Commercial .�L.- f' z \
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LAItEMINNENANA'•
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_ - EPIc/WALAAART
t.
ip , ,_ . —• _ -
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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
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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•
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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
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10 City of Clermont Dow r wn F jJ/dter(ronl Mosier PI��f i I 1 W..o o.a Oe-.+ \H•
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28 Watefront 814414 - °�, ,,19 i '' 9"..45.-----1 c,
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NEIGHBORHOOD CONNECTORS & GATEWAYS
r South Lake Trail
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Destination 27' _Z rx i '
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(Downtown ( -r t`
'
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Waterfront) ,-"\ ) �^
ii ,_ Citrus Tower -
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Destination(NTC) i
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Jam- MINN / /-
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aft
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- / 1 '- yCitrus ower
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4 Lakeshore _ (LS Enhancements)1,
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3c-,--. (Bike Route) •' p t
' LAKE MINNEHAHA Air ~` �
i c�
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,�- r____172
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l �1 ( � ti - - - l'-,� �,
��� r Destination ��-
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le V ,-
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Hammock Ridge� '
c r- ' \ (Bike Route) 1
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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
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:y� o o rf y 1 LM Lilly. ; O 1Mtt'• �, Terrace r_ �.
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efi V, : . 1 iii"-NW.iiiik 4.).:,., ! ,, .,,, „ir.r.4. 7,..,:, ,,
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ate r. _ ro - • !t•04. R.`_e i',.a • ��+1 Nairn �[ 11r ' il* w,t
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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 $6,705,650
City of Cleirnont Downtown E.Waterfront Master Plan 13
B SIGNING + WAYFI ING -�... °•"
A
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........� t nili
��i3O,1._,.,, ` 115 Center Lake LID ., 1:*i/ �' {_iii 1 11 1 4�P� ''i''25 Pa o , ,�'-
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1ti
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at ' r ei .:.,„..--01::0-_- _--'w,ro4,iPATi
oripit . I f Pt l :a j 0,7";--.tea 1 i f i
,y�►` ^►� Improve •- t`s'• , a >-
�o.o-OI a - : iii iki I , Tf .t(� t.......$ .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
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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
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, `1 ti �'+ Triathlon Beach
- - �e A, t. r. .
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":s R1 { ,"'rr :t �\ �,Event Area f'a* – 4r-•,,���4••�•'!`•l'+.w•`►•1
I ; ► � P i i�. ; �.: '+s \ nil ►*--- _ oQ,,,n
� 4*.
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lir / ti.l •"' Its ,�� � ti
b '# . . '1i
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r W `r-�1 l .i:s•�f --.1==r ..-11, Al 1 i �r•�\V'f. ••`• 1
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it
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' 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...:
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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"
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�• t TO _- .wy�.�u ,! tt----f� r. ��a'41� B Q.'� :�, Lam,.! �•' —!'i,'F"S- . .:,i
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: 7
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lc' NI Mil
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pr,
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we
N.. --.., -.7"*.Timit----- .• 1 " .. ' '''--.. ,I.All , - - bL._(1_1(k. 1 , aril .31.i
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k' I ,1,x,,, „iu1 ��:�o- ,
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� - - 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 ; �,, �—
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11 T1 JJ'1 vf'+RedeveI. !ent r ll[ 1=+�11k
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'
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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
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... , , • ,:••.,. , (
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
•
_ ! /
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1
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r /
r
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/
•
- 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 _ _
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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
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l®8 1 HISTORIC SJRWMD PERMITS MAP
1alN5 A d S I f CLERMONT MASTER STORMWATER PLAN O©��©©
a F CLERMONT, FL ill mimmEzzon ...
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
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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
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~-- _ - — -— - __- __.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
