VI (F) Discussion/ Action re: Draft Concurrency Annual Report AGENDA 9-5-95
Item VI F
"CENTER OF GOOD LIVING -PRIDE OF WEST ORANGE"
OCOee S.SCOTT VANDERGRIFT
O� COMMISSIONERS
- � .�� CITY OF OCOEE RUSTY JOHNSON
r PAUL W.FOSTER
D
O 150 N.LAKESHORE DRIVE SCOTT GLASS
OCOEE,FLORIDA 34761-2258 JIM GLEASON
yrE `�� (407)656-2322 CITY MANAGER
OF GOOD ELLIS SHAPIRO
STAFF REPORT
TO: THE HONORABLE MAYOR AND BOARD OF CITY COMMISSIONERS
FROM: JANET G. RESNIK, CAPITAL PROJECTS/CONCURRENCY ANALYST
DATE : AUGUST 29, 1995
SUBJECT: ANNUAL CONCURRENCY REPORT
ISSUE
Should the Honorable Mayor and Board of City Commissioners direct
staff to prepare a Resolution and Infrastructure Deficiencies Map
which depicts the concurrency levels of service as outlined in
the attached (draft) concurrency report?
BACKGROUND
Florida law requires that municipalities monitor certain
facilities and services for concurrency purposes including
traffic circulation, sanitary sewer, potable water, solid waste,
stormwater drainage, and recreation. All facilities and services
must be available either concurrent with the impacts of new
development, or as outlined in Chapter 163 , Florida Statutes, as
implemented under Rule 9J-5, F.A.C.
DISCUSSION
Attached is a draft of the Concurrency Assessment of
Infrastructure and Services . As described in Florida Statutes,
Article IX of the Land Development Code requires a review of the
infrastructure and services in the City. Below is a summation of
the findings :
Traffic :
The City meets the Level of Service (LOS) D requirements on all
roads monitored in the system for existing traffic conditions;
however, the concurrency management system must also measure the
impacts of those developments which have been issued Final
Certificates of Concurrency (FCCs) and Transportation Capacity
Reservation Certificates (TCRCs) . The state allows room for the
margin of error involved in measuring traffic; therefore, the
City does not consider a road segment to be over the maximum
LOS D until the count measures 115 percent of the maximum
capacity of LOS D for that specific road segment .
Lill
Y1
Page 2
Concurrency Staff Report
August 29, 1995
There are two (2) roadway segments over 115 percent when these
reserved trips are added to the existing traffic counts : Good
Homes Road (which is a County road) from State Road 50 to White
Road (120%) , and Silver Star Road (State Road 438) from Clarke
Road to Good Homes Road (134%) . Any segment that shows a figure
greater than 115 percent of the maximum LOS D capacity must be
planned for improvement as outlined in Rule 9J-5 . Since neither
of these roads are scheduled for improvement within the required
timeframe, it is recommended that these segments be placed on the
Infrastructure Deficiencies Map and that no further projects be
approved that would impact these segments, unless the development
has an existing FCC, TCRC, or is vested.
There are six (6) roadway segments over 100 percent of the
maximum capacity at LOS D. These segments are Apopka-Vineland
Road, from Silver Star Road to A.D. Mims Road (106%) , and the
five (5) segments of State Road 50, from 9th Street to Wofford
Road (102%) , Wofford to Maguire Road (112%) , Maguire to Old
Winter Garden Road (114%) , Old Winter Garden to Clarke Road
(103%) , and Clarke to Good Homes Road (107%) . These segments
will be monitored closely as development continues . Once any of
the segments reach 115 percent, the information will be forwarded
to the City Commission for possible action.
Sanitary Sewer:
There are no deficiencies in this area, even when the flows for
reserved (permitted but unbuilt development) capacity are added
to existing flows in the current system. There are two factors
involved in measuring the capacity of the wastewater system: (1)
treatment, and (2) effluent disposal . With the expansion of the
plant to the 3-million gallon treatment capacity, the City has
more than half that capacity available for future growth, even
after factoring in reserved capacity. The limiting factor is the
effluent disposal capacity. The City is currently permitted by
the Department of Environmental Protection (DEP) to treat 1 . 5
million gallons per day because of the limitations on disposing
of the effluent . The City is devising a master plan for
implementing a reuse system throughout the City in order to
maximize the plant' s treatment capacity for future growth. This
would allow greater effluent disposal capacity through irrigating
both residential and commercial properties with the reclaimed
water. The City could then apply for an increase to the DEP
permit .
The first step in this master plan will take place during
FY 1995-96 when the City constructs storage and pumping
facilities at the plant to prepare for providing reclaimed water.
Page 3
Concurrency Staff Report
August 29, 1995
Potable Water:
Current average daily flows fall below the maximum allowable
under the St . Johns River Water Management District consumptive
use permit, and when reserved capacities are added to existing
flows, the total is still below capacity.
Currently the City is installing two new wells, one at the Forest
Oaks Water Plant and the other at the South Water Plant . These
new wells and the City' s anticipated growth over the next several
years are the basis for an increase in the St . Johns River Water
Management District (SJRWMD) consumptive use permit which is the
determining permit for the amount of water the City is allowed to
pump. The City will also build two new 600, 000 gallon storage
tanks in FY 1995-96, one at the Forest Oaks Water Plant and one
at the South Water Plant . The elevated storage tank that was
recently removed at the Kissimmee Avenue Plant only had a
capacity of 250, 000 gallons so the overall storage capacity will
be greatly improved.
Taking into consideration the two new wells, the yearly increase
in the consumptive use permit, and the plans for using reclaimed
water in the future for irrigation purposes, the City is keeping
pace with the increased water demands brought on by growth.
Solid Waste :
The City falls well below the six (6) pounds per person per day
LOS. The residential recycling program has been running for
several years now and this accounts for a lower production of
Class I garbage . Although there is no LOS for commercial and
multi-family garbage customers, mandatory recycling will also
reduce the waste that previously went into the landfill .
Also, for any new development (commercial or multi-family) the
City requires a letter from the solid waste franchise company
stating that they have the capacity to handle the waste
associated with the new development as a condition of development
approval . Since recycling is now mandatory for commercial and
multi-family customers, a recycling plan (name of company
handling the recycling and the system to be implemented) will now
be required of all new commercial and multi-family developments
to ensure that waste reduction is being maximized.
Stormwater Drainage :
All new developments must meet City and state requirements for
stormwater drainage . The existing drainage conditions are being
analyzed basin by basin in order to determine necessary
Page 4
Concurrency Staff Report
August 29, 1995
infrastructure improvements and maintenance schedules . As funds
permit, studies are being conducted, construction of new
infrastructure or repairs of existing facilities is being
planned, and equipment is being purchased to handle the routine
maintenance required to keep systems functioning properly.
Recreation:
Over the next three years, many improvements are scheduled for
the recreation program. According to the Capital Improvement
Program, land for two additional parks is planned for purchase
and several improvements including playground equipment,
pavillions and bathroom facilities, lights at ballfields and
tennis courts, and a skate path are planned for existing parks.
The additional park land will keep the City well within the level
of service for recreation.
RECOMMENDATION
Staff respectfully recommends that the Honorable Mayor and Board
of City Commissioners direct staff to prepare a Resolution to
include the attached report as the formal assessment of
infrastructure and services and to include as part of the
Resolution, an Infrastructure Deficiencies Map depicting the two
areas of deficiencies in the area of traffic circulation: Good
Homes Road (County road) from State Road 50 to White Road and
Silver Star Road (State Road 438) from Clarke Road to Good Homes
Road.
cc : Ellis Shapiro, City Manager
Jim Shira, P.E. , City Engineer/Utilities Director
Montye Beamer, Director of Administrative Services
Russ Wagner, Director of Planning
Ken Hooper, PEC
EXHIBIT "A"
CONCURRENCY ASSESSMENT OF INFRASTRUCTURE AND SERVICES
The following inventories, in conjunction with the Infrastructure
Deficiencies Map, shall be maintained by the Development
Administrator to be used for the concurrency assessment of new
development :
I. TRAFFIC CIRCULATION
A. Design capacity of the roadway network.
The attached Table 1 outlines the volumes and
capacities of all of the roadway segments monitored by
the City of Ocoee. The total capacity (vehicles per
day) shown for all roadway segments is for a Level of
Service (LOS) D.
B. The existing level of service measured by the average
annual number of trips per day on a roadway as provided
by the the Florida Department of Transportation, Orange
County, the City of Ocoee, or any other approved
source.
The figures for existing traffic for the various road
segments are shown on Table 1, Page 1, under Existing
Daily Volumes (vehicles per day) . These counts were
provided by the FDOT, the Orange County Traffic
Engineering Department, and the City' s consulting
engineers . Comparing this existing trip data with the
Total Allowable Capacity, all segments fall within the
acceptable range for LOS D.
C. The adopted level of service standards for all roadways
classified under the Florida Department of
Transportation' s roadway functional classification
system.
The adopted LOS for all roadways is LOS D.
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D. The existing unallocated capacities or deficiencies of
the roadway network.
The available capacities or existing deficiencies under
today' s traffic conditions are obtained by subtracting
existing volumes from maximum allowable capacities .
(See Paragraph F below for a discussion of capacities
for roadway segments after reserved trips are added to
existing trips . ) The maximum volumes on Table 1 are
one hundred percent (100%) of LOS D. The state allows
cities to cap the volumes at 115 percent because of the
margin of error involved.
E. The capacities reserved for those projects with a Final
Certificiate of Concurrency or Transportation Capacity
Reservation Certificate.
Trips are reserved (for concurrency purposes) for those
projects with Final Certificates of Concurrency (FCCs)
or Transportation Capacity Reservation Certificates
(TCRCs) . These projects with reserved trips are
listed, with their respective traffic volumes, on Pages
2-5 of Table 1 . The total reserved trips for each road
segment is on Page 1 of Table 1 . For those
developments which are currently in the building stage,
units which are already adding trips on the road (homes
or businesses that are occupied) have been subtracted
from the overall total trips that are concurrent (to
avoid double counting) .
F. The projected capacities or deficiencies due to those
projects with a Final Certificate of Concurrency or
Transportation Capacity Reservation Certificate.
The traffic generated by those projects with a FCC or a
TCRC is recorded in the "Reserved" column of Table 1 .
When added to existing traffic, the combined amount may
not exceed 115 percent of the maximum allowable
capacity for each road segment .
Based on existing trips plus reserved trips, there are
two roadway segments over capacity: Good Homes Road
(which is a County road) from State Road 50 to White
Road and Silver Star Road (State Road 438) from Clarke
Road to Good Homes Road. Development which affects
either of these roadway segments may only be approved
if the project is vested or has a valid Final
Certificate of Concurrency (FCC) or Transportation
Capacity Reservation Certificate (TCRC) .
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There are six (6) segments over 100 percent of the maximum
capacity for LOS D. These segments will be monitored
closely and once the segments are at 115 percent, the City
Commission will be notified that development should stop in
these areas as well unless a project is vested or has a FCC
or TCRC. The segments currently over 100 percent of
capacity are Apopka-Vineland Road (which is a County road)
from Silver Star Road to A.D. Mims Road, and State Road 50
(a state facility) from 9th Street to Wofford Road, Wofford
to Maguire Road, Maguire to Old Winter Garden Road, Old
Winter Garden to Clarke Road, and Clarke to Good Homes Road.
State Road 50 segments are at this level in large part due
to the reserved trips for the two DRIs that were put into
the system once they received formal approval .
G. The improvements to be made to the roadway network in
the current fiscal year by any approved projects pursuant to
previous development orders or permits and the impact of
such improvements on the existing capacities or
deficiencies.
The segment of Clarke Road, north of A.D. Mims Road, to the
Prairie Lakes Subdivision entrance has been constructed by
the developer of Prairie Lakes PUD. The last segment of
Clarke Road, which will bring it north to Clarcona-Ocoee
Road, will also be built by the developer of Prairie Lakes
PUD. Plans for that segment are currently under review.
That final segment is expected to be completed during the
1995-96 fiscal year.
Monitoring of traffic will occur following completion of
these improvements .
H. The improvements to be made to the roadway network in
the current fiscal year and the first three years of the
Five-Year Capital Improvement Plan by the City of Ocoee,
Orange County, the Florida Department of Transportation, or
other public agency and the impact of such improvements on
the existing capacities or deficiencies.
There are three projects included in the City' s Capital
Improvements Plan that will affect the transportation
network by either adding capacity or improving traffic flow.
The 1995-96 budget includes construction funds for the
Kissimmee Avenue/Story Road intersection and for
reconfiguring the intersection of Marshall Farms Road and
Maguire Road.
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Lastly, the Maguire Road widening project is scheduled to
begin in FY 1995-96 . The City is expected to award the
engineering work in early 1996 .
I. Annual update of the City' s transportation network as
modeled using the Region' s most recent OUATS model.
Work is currently being completed on the Road Impact Fee
update . This will be presented to the City Commission this
fall .
II. SANITARY SEWER
A. The design capacity of the wastewater treatment
facility.
The City of Ocoee has one wastewater treatment facility. It
is currently designed to treat three (3) million gallons per
day (MGD) . The Department of Environmental Protection (DEP)
Construction Permit allows the City of Ocoee to treat up to
1 . 5 million gallons per day. This figure represents the
current permitted effluent disposal capacity of the ponds at
the plant site and at the golf course .
B. The existing level of service standard for average
daily flows per equivalent residential unit.
The existing level of service (LOS) is calculated by
dividing the number of equivalent residential units (ERUs)
into the average daily flows represented by the existing
customer base .
The average daily flow (daily flow counts were taken from
July 1994-June 1995 and then averaged for the 12-month
period) is . 848 MGD (847, 667 gallons per day) .
There are 3 , 243 customers on the system accounting for
approximately 3 , 310 ERUs which amounts to an existing LOS of
256 gallons per day per ERU.
C. The adopted level of service standard for average daily
flows per equivalent residential unit.
The adopted LOS per the Ocoee Comprehensive Plan is 270
gallons per day (GPD) per ERU.
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D. The existing capacities or deficiencies of the system.
Taking the 1 . 5 million gallons per day that the City is
permitted to treat and subtracting the current (average)
flow of 847, 667 gallons per day, there are 652, 333 gallons
per day of capacity in the system. (See Paragraph E below
for a discussion of capacities remaining after reserved
gallons are added to existing gallons in the system. )
E. The capacities reserved for approved but unbuilt
development.
For concurrency purposes regarding sanitary sewer, the City
of Ocoee defines "approved but unbuilt development" as those
portions of a project which have not yet been built but
which have sanitary sewer capacity reserved through a DEP
permit . Table 2 outlines the projects which fall under this
category and the number of sanitary sewer ERUs that have
been reserved and are still unused for each of those
projects .
The current wastewater facility has a treatment capacity of
3 million gallons . The system as permitted by DEP for
effluent disposal can treat a total of 1 . 5 million gallons
per day or 5, 556 ERUs . With the 3 , 310 ERUs currently in use
and the 1, 794 ERUs reserved for unbuilt development (as
permitted) , there are 452 ERUs of capacity still available
(based on the effluent disposal capacity) . Many of the
projects with ERUs in the reserved bank will take several
years to build out .
In terms of treatment capacity, with the existing flow and
the reserved gallonage, more than half of the 3 million
gallons per day is still available to support additional
growth beyond the projects permitted today. The City will
focus on reuse programs over the next several years to
increase the DEP effluent disposal capacity permit in order
to maximize use of the plant .
F. The improvements to be made to the facility in the
current fiscal year by any approved projects pursuant to
previous development orders and the impact of such
improvements on the existing capacities or deficiencies.
There are no improvements scheduled to be made to the
wastewater treatment facility this year by developers which
would have any effect on capacities or deficiencies of the
overall system.
5
G. The improvements to be made to the facility in the current
fiscal year by the City of Ocoee and the impacts of such
improvements on the existing capacities or deficiencies.
In FY 1995-96, the City will construct storage and pumping
facilities at the wastewater treatment plant to prepare for
providing reclaimed water in the future. Once the storage
and pumping facilities are in place, the City will begin
installing lines along Clarke Road, both to provide the mall
and Lake Lotta Center with reclaimed water for irrigation
and to use for irrigation of Clarke Road medians and rights-
of-way. New development in the northeast and northwest
sections of the City will be required to install lines for
reclaimed water to use for irrigating residential and
commercial lawns .
Construction is planned to start on the storage and pumping
facilities during the second half of FY 1995-96 . The end
result will be reduced potable water use and increased
effluent disposal capacity for the wastewater system.
III. POTABLE WATER
A. The design capacity of the potable water treatment
facilities.
There are three water plants interconnected in the City of
Ocoee permitted to pump a total of 3 . 325 MGD. (This is
permitted through the St . Johns River Water Management
District . ) The 3 . 325 MGD equates to 11, 083 ERUs using the
City' s adopted LOS of 300 GPD/ERU.
B. The existing level of service measured by the average
number of gallons per day per unit based on the average
flows experienced.
The average number of gallons used per day based on the 12-
month average from July 1994 through June 1995 is 3 . 286 MGD.
Taking the 15 percent average deduction for unmetered losses
for such things as hydrant flushing, leakages, and
calibration variances in the meters, the average daily
number of gallons actually used by customers in the system
is 2 . 793 MGD. There are currently 6, 294 customers
representing approximately 9, 350 ERUs in the system. Taking
the number of ERUs and the average flow used by customers in
the system, the existing LOS is 298 . 72 GPD/ERU.
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C. The existing potable water storage capabilities of the water
system.
The water storage capabilities are as follows :
Forest Oaks Plant : 400, 000 gallons
Jamela Plant : 1, 000, 000 gallons
South Water Plant : 600, 000 gallons
Total Storage : 2, 000 , 000 gallons
Two new storage tanks are budgeted for FY 1995-96, a
600, 000 gallon storage tank at the Forest Oaks Plant and a
600, 000 gallon storage tank at the South Water Plant .
Construction is scheduled to begin in the spring of 1996
with completion sometime in the fall of 1996 .
D. The existing minimum water pressure.
The Land Development Code requires a minimum water pressure
of 20 pounds per square inch (20 psi) . New development is
required to show that it meets this requirement (which is
usually done through computer modelling) . Existing
development is tested by the Ocoee Fire Department on a
regular basis through gauging fire hydrants .
E. The adopted level of service standards for the potable water
facilities.
The adopted LOS is 300 GPD/ERU.
F. The existing capacities or deficiencies of the system.
The existing LOS of 298 . 72 GPD/ERU meets the adopted LOS as
outlined in the Comprehensive Plan. The 9, 350 ERUs that
represent the current customer usage is below the maximum
permitted 11, 083 ERUs; therefore there are no deficiencies
in the existing system. (See Paragraph G below for a
discussion of capacities remaining after reserved gallons
are added to existing gallons in the system. )
G. The capacities reserved for approved but unbuilt
development.
For concurrency purposes regarding potable water, the City
of Ocoee defines "approved but unbuilt development" as those
portions of a project which have not yet been built but
7
which have potable water capacity reserved through a DEP
permit . Table 3 outlines the projects which fall under this
category and the number of potable water ERUs that have been
reserved and are still unused for each of those projects .
With the current water plants, the system is permitted to
pump 3 . 325 MGD or 11, 083 ERUs . With the 9, 350 ERUs
currently in use and the 1, 162 ERUs reserved for unbuilt
development, the system still has capacity for 571 ERUs for
future growth. Many of the projects with ERUs in the
reserved bank will take several years to build out .
H. The improvements to be made to the facilities in the
current fiscal year by any approved projects pursuant to
previous development orders or permits and the impact of
such improvements on the existing capacities or
deficiencies.
According to the City Engineer/Utilities Director, there are
no improvements planned by developers that would impact
existing capacities .
I. The improvements to be made to the facilities in the
current fiscal year by the City of Ocoee and the impact of
such improvements on the existing capacities or
deficiencies.
The City is in the process of adding two new wells to the
system. One well is currently under construction at the
Forest Oaks Water Plant site and is expected to be operating
this fall . The other well will be at the South Water Plant
and should be completed in January 1996 . These wells will
result in an increase in the consumptive use permit which
will give the City more water capacity for future growth.
IV. SOLID WASTE
A. The percentage of the total amount of solid waste
disposal capacity allocated to the City of Ocoee by Orange
County or other applicable solid waste disposal facilities.
The City of Ocoee currently provides residential solid waste
collection services . Commercial garbage is franchised to a
private contractor. The City of Ocoee does not have a
contract with Orange County for a certain allotment of solid
waste disposal capacity. Orange County has not notified the
City of any limitations or of any maximum allowable waste
8
that will be accepted from the City. To this end, the City
will permit additional customers until notified otherwise by
the County. Orange County' s landfill permit is valid
through December 4 , 1997 .
B. The existing level of service measured by the solid
waste per pound per capita per weekly collection.
Orange County currently places no overall limitations on the
amount of solid waste generated by the City of Ocoee;
however, the City does limit the amount of solid waste it
collects from its residential customers and anything over
that limit is only collected after the customer pays an
additional fee . The current LOS for residential customers
is 6 . 0 pounds per capita per day. Service is provided as
required by state statute for the separation of Class I
garbage from recyclables and yard waste.
From July 1, 1994 through June 30, 1995, a total of 5, 906 .46
tons of Class I residential garbage was transported by the
City of Ocoee to the Orange County landfill . That figure
averages out to 492 . 21 tons per month or 984, 410 pounds per
month or 32 , 814 pounds per day. There are currently 5, 725
residential garbage customers (households) in Ocoee . At
32, 814 pounds per day that equates to 5 . 73 pounds per day
per customer or 1 . 91 pounds per day per person.
Yard waste is calculated separately. With the exception of
debris from Hurricane Erin, yard waste averaged 2 . 54 pounds
per customer or . 85 pounds per person per day. That added
to the above figure for Class I garbage equals 2 . 76 per
person per day. This is still well below the 6 pounds per
person per day adopted LOS .
A total of 908 . 05 tons of residential recyclables was
collected from July 1994 to June 1995 . That amounts to 6 . 1
pounds per household per week.
C. The projected capacities reserved for those projects
with a Final Certificate of Concurrency.
Because Orange County has not placed any limitation on the
amount of solid waste generated by the City of Ocoee, the
City will reserve capacity for approved but unbuilt
development in one-year increments for those developments
that receive Final Certificates of Concurrency.
9
D. The existing recycling criteria as established by the
Florida Department of Environmental Protection and Orange
County.
The City of Ocoee began its residential recycling program in
July 1990 in accordance with state and local regulations .
All businesses and all multi-family housing within Orange
County must begin recycling this year. Multi-family garbage
collection is provided by the City' s commercial garbage
collector. Recycling services for commercial and multi-
family developments may be done by the City' s private
commercial garbage contractor or any independent recycling
company so long as they are certified as a recovered
materials dealer.
There were 9, 450 tons of commercial garbage collected by the
City' s private commercial hauler from July 1994 through June
1995 and 976 .46 tons of recyclables were collected from
commercial establishments in Ocoee for that same period.
V. STORMWATER DRAINAGE
A. The existing level of service measured by storm event as
determined by the City of Ocoee and its consulting
engineers.
The City has issued four work orders for engineering study
of four of the sixteen drainage basins . All of these
studies are currently underway. These studies will result
in recommended improvements to be made within the individual
basins, will provide estimated capital costs for the
improvements, and will recommend general future development
guidelines to be applied within each basin.
After the engineering studies are completed, the City will
begin work on project design for improvements recommended by
each study. These projects will include new construction,
maintenance of existing facilities, and improvement of
existing inadequate facilities . These projects will be
prioritized for construction as funds become available.
The City will begin a program of identification of drainage
easement and right-of-way requirements, including surveys
and appraisals . Once this information is collected, the
City can begin to acquire these easements and rights-of-way
in order to make ditch maintenance a more routine process .
This maintenance will allow the conveyance facilities to
function at their design capacity.
10
The Capital Improvements Program calls for the City to
purchase a piece of specialized equipment for ditch
cleaning. This climbing excavator can travel along the
bottom of a ditch, through up to four feet of standing
water. It will allow routine custodial maintenance of
ditches for which there is limited right-of-way, since the
equipment does not need to travel along the top of the ditch
bank. Routine custodial maintenance is work for the purpose
of maintaining the original design specifications of the
conveyance facility.
The City is a co-applicant with Orange County for both
Part I and Part II of the U. S. EPA National Pollutant
Discharge Elimination System (NPDES) stormwater permit
application. EPA' s review of the Part I application has
been completed, and Part II of the application is nearing
completion. The final permit should be issued by calendar
year end. When issued, the permit will be for a five-year
period, and will include requirements for pollutant
monitoring and drainage system improvements .
B. The adopted level of service standard for storm drainage.
The LOS for stormwater/drainage is the ability to contain a
25 year/24 hour storm event, consistent with Chapter 17-25
of the Florida Administrative Code . Development must meet
all requirements for stormwater/drainage as outlined in the
City of Ocoee' s Land Development Code or other such
stormwater drainage approvals as may be required by the Land
Development Code or state agencies .
VI. RECREATION
A. The existing acreage of park land.
There are 140 acres of park land in the City of Ocoee . The
list of parks with the corresponding acres is attached as
Table 4 .
B. The existing level of service measured by the number of
acres of park land available per 1, 000 residents of the City
of Ocoee based on an inventory of park lands in the City and
the population of the City.
11
According to the Bureau of Economic and Business Research
(BEBR) at the University of Florida, the latest population
figures for Ocoee show 18, 578 permanent residents . With 140
acres of existing park land, that gives the City an existing
LOS of 7 . 54 acres of park land per 1, 000 residents .
C. The existing capacities or deficiencies of the
recreational facilities.
The adopted LOS for recreation is 4 acres of park land per
1, 000 residents .
D. The capacities reserved for those projects with a Final
Certificate of Concurrency.
Table 5 outlines those projects with Final Certificates of
Concurrency, denoting the population for each project and
the capacity (number of acres) each will require .
E. The projected capacities or deficiencies due to those
projects with a Final Certificate of Concurrency.
The total needed to support those projects in Table 5 is
2 . 54 acres . The current population of 18, 578 requires 74
acres . The existing 140 acres of park land leaves the City
with an excess capacity of 66 acres . Taking into account
the developments with Final Certificates of Concurrency,
there are 63 . 5 acres of additional capacity for future
growth.
F. The improvements or additions of land to be made to the
recreation system in the current fiscal year by any approved
projects pursuant to previous development orders and the
impact of such improvements on the existing capacities or
deficiencies.
There are no park lands scheduled to be added to the city-
wide park system in the 1995-96 fiscal year; however,
residential subdivisions are still required by the Land
Development Code to provide park land and facilities to
serve the residents of their subdivision. This park land is
not added to the city-wide system since it is private
property owned and maintained by the individual homeowners'
associations; however, it does reduce the demand on certain
public facilities .
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G. The improvements or additions of land to be made to the
recreation system in the current fiscal year by the City of
Ocoee and the impact of such improvements on the existing
capacities or deficiencies.
There are no park lands scheduled to be added to the city-
wide recreation system during this fiscal year; however,
there are several improvements being added to existing park
facilities .
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TABLE 1
OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM 1 of 5
Traffic Volumes and Capacities by Road Segments
Overall Summary 08/31/95
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A.D.Mims Rd Wurst Rd/Clarke Rd 2 6,840 284 7,124 16,900 9,776 42%
Clarke Rd/Apopka-Vineland Rd 2 6,224 1,502 7,726 16,900 9,174 46%
Adair St Wurst Rd/Clarcona-Ocoee Rd 2 3,368 0 3,368 9,000 5,632 37%
Apopka-Vineland Rd S.R.438/A.D.Mims Rd 2 14,467 1,488 15,955 15,100 (855) 106%
A,D.Mims Rd/Clarcona-Ocoee Rd 2 11,305 1,820 13,125 15,100 1,975 87%
Clarcona-Ocoee Rd/McCormick Rd 2 8,907 0 8,907 15,100 6,193 59%
Bluford Ave S.R.50/Geneva St 2 10,087 405 10,492 12,800 2,308 82%
Geneva St/White Rd 2 9,669 1,284 10,953 12,800 1,847 86%
White Rd/McKey St 2 9,788 595 10,383 12,800 2,417 81%
McKey St/S.R.438 2 11,580 849 12,429 12,800 371 97%
Bowness Rd Kissimmee Ave/S.R.438 2 9,708 927 10,635 15,300 4,665 70%
Clarcona-Ocoee Rd S.R.438/Wurst Rd 2 9,364 38 9,402 16,200 6,798 58%
(aka Lakewood Ave) Wurst Rd/Clarke Rd 2 4,918 0 4,918 16,200 11,282 30%
Clarke Rd/Apopka-Vineland Rd 2 4,739 0 4,739 16,200 11,461 29%
Clarke Rd S.R.50/White Rd 4 12,644 16,916 29,560 33,300 3,740 89%
White Rd/S.R.438 4 13,363 13,576 26,939 33,300 6,361 81%
S.R.438/A.D.Mims Rd 4 6,694 4,872 11,566 33,300 21,734 35%
A.D.Mims Rd/Clarcona-Ocoee Rd 4 - 2,129 2,129 33,300 31,171 6%
Flewelling St Ocoee Hills Rd/Russell Dr 2 2,372 0 2,372 8,600 6,228 28%
Fullers Cross Rd Ocoee-Apopka/Clarcona-Ocoee 2 3,049 0 3,049 11,500 8,451 27%
Geneva St Kissimmee Rd/Bluford Rd 2 6,113 1,036 7,149 14,700 7,551 49%
Good Homes Rd S.R.50/White Rd 2 15,105 3,562 18,667 15,500 (3,167) 120%
White Rd/S.R.438 2 7,385 2,940 10,325 15,500 5,175 67%
Hackney-Prairie Rd Clarke Rd/Apopka-Vineland Rd 2 - 0 0 12,400 12,400 0%
Johio Shores Rd S.R.438/A.D.Mims Rd 2 1,581 298 1,879 12,000 10,121 16%
Kissimmee Ave Maguire Rd/Bowness Rd 2 13,751 908 14,659 15,300 641 96%
Maguire Rd Gotha Rd/Roberson Rd 2 8,747 184 8,931 17,400 8,469 51%
Roberson Rd/Tomyn Rd 2 8,002 660 8,662 17,400 8,738 50%
Tomyn Rd/Professional Prkwy 2 11,088 681 11,769 17,400 5,631 68%
Professional Prkwy/S.R.50 2 12,752 676 13,428 17,400 3,972 77%
S.R.50/Story Rd 2 12,387 811 13,198 15,300 2,102 86%
Marshall Farms Rd S.R.50/Maguire Rd 2 3,504 479 3,983 11,000 7,017 36%
McKey St Kissimmee Ave/Bluford Ave 2 4,220 65 4,285 11,200 6,915 38%
Ocoee-Apopka Rd S.R.438/Beltway 2 9,952 437 10,389 17,400 7,011 60%
Beltway/McCormick Rd 2 12,941 0 12,941 17,400 4,459 74%
Ocoee Hills Rd S.R.438/Flewelling St 2 3,268 0 3,268 8,600 5,332 38%
Old Winter Garden Rd S.R.50/Blackwood Ave 2 14,195 170 14,365 15,500 1,135 93%
Blackwood Ave/Hempel Ave 2 13,688 215 13,903 15,500 1,597 90%
Professional Prkwy Maguire Rd/Old Winter Garden Rd 2 3,907 31 3,938 10,600 6,662 37%
Russell Dr Flewelling St/Willow Creek Rd 2 1,898 0 1,898 8,600 6,702 22%
S.R.50 9th St/Wofford Rd 4 41,057 3,107 44,164 43,400 (764) 102%
(West Colonial Dr) Wofford Rd/Maguire Rd 4 43,947 4,720 48,667 43,400 (5,267) 112%
Maguire Rd/Old Winter Garden Rd 4 43,947 5,557 49,504 43,400 (6,104) 114%
Old Winter Garden Rd/Clarke Rd 4 36,221 8,430 44,651 43,400 (1,251) 103%
Clarke Rd/Good Homes Rd 4 31,975 14,513 46,488 43,400 (3,088) 107%
S.R.438 E.Crown Point Rd/Bowness Rd 4 11,576 239 11,815 16,600 4,785 71%
(Silver Star Rd) Bowness Rd/Bluford Ave 4 12,977 885 13,862 16,600 2,738 84%
Bluford Ave/Clarke Rd 2 11,310 4,048 15,358 16,600 1,242 93%
Clarke Rd/Good Homes Rd 2 15,940 6,378 22,318 16,600 (5,718) 134%
Story Rd 9th St/Wofford Rd 2 8,557 557 9,114 14,700 5,586 62%
Wofford Rd/Kissimmee Ave 2 5,629 752 6,381 14,700 8,319 43%
White Rd Bluford Ave/Clarke Rd 2 3,965 3,282 7,247 13,200 5,953 55%
Clarke Rd/Good Homes Rd 2 5,628 3,488 9,116 13,200 4,084 69%
Willow Creek Rd Russell Dr/Wurst Rd 2 1,243 0 1,243 8,600 7,357 14%
Wurst Rd Clarcona-Ocoee Rd/A.D.Mims Rd 2 7,151 247 7,398 12,000 4,602 62%
OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM 2 of 5
Traffic Volumes and Capacities by Road Segments
Traffic Volume Assignments (Sheet 1) 08/31/95
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A.D.Mims Rd Wurst Rd/Clarke Rd 17 10 10 37
Clarke Rd/Apopka-Vineland Rd 372 77 77 526
Adair St Wurst Rd/Clarcona-Ocoee Rd 0
Apopka-Vineland Rd S.R.438/A.D.Mims Rd 0
A.D.Mims Rd/Clarcona-Ocoee Rd 0
Clarcona-Ocoee Rd/McCormick Rd 0
Bluford Ave S.R.50/Geneva St 0
Geneva St/White Rd 15 15
White Rd/McKey St 15 15
McKey St/S.R.438 30 30
Bowness Rd Kissimmee Ave/S.R.438 5 5
Clarcona-Ocoee Rd S.R.438/Wurst Rd 11 11
(aka Lakewood Ave) Wurst Rd/Clarke Rd 0
Clarke Rd/Apopka-Vineland Rd 0
Clarke Rd S.R.50/White Rd 886 525 525 1,936
White Rd/S.R.438 1,018 602 602 2,222
S.R.438/A.D.Mims Rd 389 230 230 849
A.D.Mims Rd/Clarcona-Ocoee Rd 143 143 286
Flewelling St Ocoee Hills Rd/Russell Dr 0
Fullers Cross Rd Ocoee-Apopka/Clarcona-Ocoee 0
Geneva St Kissimmee Rd/Bluford Rd 3 3
Good Homes Rd S.R.50/White Rd 0
White Rd/S.R.438 0
Hackney-Prairie Rd Clarke Rd/Apopka-Vineland Rd 0
Johio Shores Rd S.R.438/A.D.Mims Rd 0
Kissimmee Ave Maguire Rd/Bowness Rd 40 40
Maguire Rd Gotha Rd/Roberson Rd 0
Roberson Rd/Tomyn Rd 0
Tomyn Rd/Professional Prkwy 0
Professional Prkwy/S.R.50 0
S.R.50/Story Rd 36 36
Marshall Farms Rd S.R.50/Maguire Rd 5 5
McKey St Kissimmee Ave/Bluford Ave 45 45
Ocoee-Apopka Rd S.R.438/Beltway 8 8
Beltway/McCormick Rd 0,
Ocoee Hills Rd S.R.438/Flewelling St 0
Old Winter Garden Rd S.R.50/Blackwood Ave 0
Blackwood Ave/Hempel Ave 0
Professional Prkwy Maguire Rd/Old Winter Garden Rd 0
Russell Dr Flewelling St/Willow Creek Rd 0
S.R.50 9th St/Wofford Rd 0
(West Colonial Dr) Wofford Rd/Maguire Rd 0
Maguire Rd/Old Winter Garden Rd 0
Old Winter Garden Rd/Clarke Rd 0
Clarke Rd/Good Homes Rd 0
S.R.438 E.Crown Point Rd/Bowness Rd 6 6
(Silver Star Rd) Bowness Rd/Bluford Ave 14 14
Bluford Ave/Clarke Rd 259 154 33 637 1,083
Clarke Rd/Good Homes Rd 427 1,009 253 1,689
Story Rd 9th St/Wofford Rd 1 1
Wofford Rd/Kissimmee Ave 1 1
White Rd Bluford Ave/Clarke Rd 0
Clarke Rd/Good Homes Rd 132 77 77 286
Willow Creek Rd Russell Dr/Wurst Rd 0
Wurst Rd Clarcona-Ocoee Rd/A.D.Mims Rd 0
OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM 3 of 5
Traffic Volumes and Capacities by Road Segments
Traffic Volume Assignments (Sheet 2) 08/31/95
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A.D.Mims Rd Wurst Rd/Clarke Rd 219 18 237
Clarke Rd/Apopka-Vineland Rd 404 317 721
Adair St Wurst Rd/Clarcona-Ocoee Rd 0
Apopka-Vineland Rd S.R.438/A.D.Mims Rd 1,240 160 1,400
A.D.Mims Rd/Clarcona-Ocoee Rd 1,080 477 1,557
Clarcona-Ocoee Rd/McCormick Rd 0
Bluford Ave S.R.50/Geneva St 5 153 175 333
Geneva St/White Rd 138 885 1,023
White Rd/McKey St 426 426
McKey St/S.R.438 426 235 661
Bowness Rd Kissimmee Ave/S.R.438 284 323 607
Clarcona-Ocoee Rd S.R.438/Wurst Rd 17 17
(aka Lakewood Ave) Wurst Rd/Clarke Rd 0
Clarke Rd/Apopka-Vineland Rd 0
Clarke Rd S.R.50/White Rd 884 12,629 792 14,305
White Rd/S.R.438 736 8,985 841 10,562
S.R.438/A.D.Mims Rd 3,454 335 3,789
A.D.Mims Rd/Clarcona-Ocoee Rd 1,836 1,836
Flewellinq St Ocoee Hills Rd/Russell Dr 0
Fullers Cross Rd Ocoee-Apopka/Clarcona-Ocoee 0
Geneva St Kissimmee Rd/Bluford Rd 28 15 864 907
Good Homes Rd S.R.50/White Rd 74 3,411 49 3,534
White Rd/S.R.438 2,940 2,940
Hackney-Prairie Rd Clarke Rd/Apopka-Vineland Rd 0
Johio Shores Rd S.R.438/A.D.Mims Rd 0
Kissimmee Ave Maguire Rd/Bowness Rd 35 160 153 348
Maguire Rd Gotha Rd/Roberson Rd 184 184
Roberson Rd/Tomyn Rd 184 426 610
Tomyn Rd/Professional Prkwy 11 184 426 621
Professional Prkwy/S.R.50 14 166 426 606
S.R.50/Story Rd 70 153 175 398
Marshall Farms Rd S.R.50/Ma uire Rd 32 109 141
McKey St Kissirrnee Ave/Bluford Ave 0
Ocoee-Apopka Rd S.R.438/Beltway 175 147 322
Beltway/McCormick Rd 0
Ocoee Hills Rd S.R.438/Flewellinq St 0
Old Winter Garden Rd S.R.50/Blackwood Ave 9 9 109 127
Blackwood Ave/Hempel Ave 106 109 215
Professional Prkwy Maguire Rd/Old Winter Garden Rd 3 18 21
Russell Dr Flewellinq St/Willow Creek Rd 0
S.R.50 9th St/Wofford Rd 18 329 2,656 3,003
(West Colonial Dr) Wofford Rd/Maguire Rd 136 329 4,001 4,466
Maguire Rd/Old Winter Garden Rd 35 648 4,657 5,340
Old Winter Garden Rd/Clarke Rd 27 2,347 5,455 235 8,064
Clarke Rd/Good Homes Rd 527 13,319 428 14,274
S.R.438 E.Crown Point Rd/Bowness Rd 219 219
(Silver Star Rd) Bowness Rd/Bluford Ave 77 470 547
Bluford Ave/Clarke Rd 1,793 722 2,515
Clarke Rd/Good Homes Rd 3,366 686 4,052
Story Rd 9th St/Wofford Rd 481 481
Wofford Rd/Kissimmee Ave 7 8 645 660
White Rd Bluford Ave/Clarke Rd 60 2,372 2,432
Clarke Rd/Good Homes Rd 88 2,956 49 3,093
Willow Creek Rd Russell Dr/Wurst Rd 0
Wurst Rd Clarcona-Ocoee Rd/A.D.Mims Rd 219 18 237
OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM 4 of 5
Traffic Volumes and Capacities by Road Segments
Traffic Volume Assignments (Sheet 3) 08/31/95
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A.D.Mims Rd Wurst Rd/Clarke Rd 10 10
Clarke Rd/Apopka-Vineland Rd 175 175
Adair St Wurst Rd/Clarcona-Ocoee Rd 0
Apopka-Vineland Rd S.R.438/A.D.Mims Rd 88 88
A.D.Mims Rd/Clarcona-Ocoee Rd 263 263
Clarcona-Ocoee Rd/McCormick Rd 0
Bluford Ave S.R.50/Geneva St 10 10
Geneva St/White Rd 63 172 235
White Rd/McKey St 47 99 146
McKey St/S.R.438 131 131
Bowness Rd Kissimmee Ave/S.R.438 217 217
Clarcona-Ocoee Rd S.R.438/Wurst Rd • 10 10
(aka Lakewood Ave) Wurst Rd/Clarke Rd 0
Clarke Rd/Apopka-Vineland Rd 0
Clarke Rd S.R.50/White Rd 441 200 641
White Rd/S.R.438 469 284 753
S.R.438/A.D.Mims Rd 185 185
A.D.Mims Rd/Clarcona-Ocoee Rd 0
Flewelling St Ocoee Hills Rd/Russell Dr 0
Fullers Cross Rd Ocoee-Apopka/Clarcona-Ocoee 0
Geneva St Kissimmee Rd/Bluford Rd 53 53
Good Homes Rd S.R.50/White Rd 28 28
White Rd/S.R.438 0
Hackney-Prairie Rd Clarke Rd/Apopka-Vineland Rd 0
Johio Shores Rd S.R.438/A.D.Mims Rd 0
Kissimmee Ave Maguire Rd/Bowness Rd 248 248
Maguire Rd Gotha Rd/Roberson Rd 0
Roberson Rd/Tomyn Rd 50 50
Tomyn Rd/Professional Prkwy 50 50
Professional Prkwy/S.R.50 60 60
S.R.50/Story Rd 330 330
Marshall Farms Rd S.R.50/Maguire Rd 330 330
McKey St Kissimmee Ave/Bluford Ave 0
Ocoee-Apopka Rd S.R.438/Beltway 83 83
Beltway/McCormick Rd 0
Ocoee Hills Rd S.R.438/Flewelling St 0
Old Winter Garden Rd S.R.50/Blackwood Ave 29 29
Blackwood Ave/Hempel Ave 0
Professional Prkwy Maguire Rd/Old Winter Garden Rd 10 10
Russell Dr Flewelling St/Willow Creek Rd 0
S.R.50 9th St/Wofford Rd 90 90
(West Colonial Dr) Wofford Rd/Maguire Rd 247 247
Maguire Rd/Old Winter Garden Rd 187 187
Old Winter Garden Rd/Clarke Rd 130 158 288
Clarke Rd/Good Homes Rd 239 239
S.R.438 E.Crown Point Rd/Bowness Rd 0
(Silver Star Rd) Bowness Rd/Bluford Ave 262 262
Bluford Ave/Clarke Rd 403 403
Clarke Rd/Good Homes Rd 381 381
Story Rd 9th St/Wofford Rd 35 35
Wofford Rd/Kissimmee Ave 29 29
White Rd Bluford Ave/Clarke Rd 16 831 847
Clarke Rd/Good Homes Rd 28 76 104
Willow Creek Rd Russell Dr/Wurst Rd 0
Wurst Rd Clarcona-Ocoee Rd/A.D.Mims Rd 10 10
OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM 5of5
Traffic Volumes and Capacities by Road Segments
Traffic Volume Assign nments (Sheet 4) 08/31/95
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A.D.Mims Rd Wurst Rd/Clarke Rd 0
Clarke Rd/Apopka-Vineland Rd 6 74 80
Adair St Wurst Rd/Clarcona-Ocoee Rd 0
Apopka-Vineland Rd S.R.438/A.D.Mims Rd 0
A.D.Mims Rd/Clarcona-Ocoee Rd 0
Clarcona-Ocoee Rd/McCormick Rd 0
Bluford Ave S.R.50/Geneva St 58 4 62
Geneva St/White Rd 11 11
White Rd/McKey St 8 8
McKey St/S.R.438 27 27
Bowness Rd Kissimmee Ave/S.R.438 90, 8 98
Clarcona-Ocoee Rd S.R.438/Wurst Rd 0
(aka Lakewood Ave) Wurst Rd/Clarke Rd 0
Clarke Rd/Apopka-Vineland Rd 0
Clarke Rd S.R.50/White Rd 34/ 34
White Rd/S.R.438 39• 39
S.R.438/A.D.Mims Rd 49 49
A.D.Mims Rd/Clarcona-Ocoee Rd 7 7
Flewelling St Ocoee Hills Rd/Russell Dr 0
Fullers Cross Rd Ocoee-Apopka/Clarcona-Ocoee 0
Geneva St Kissimmee Rd/Bluford Rd 69 4 731
Good Homes Rd S.R.50/White Rd 0,
White Rd/S.R.438 __ 0,
Hackney-Prairie Rd Clarke Rd/Apopka-Vineland Rd 0
Johio Shores Rd S.R.438/A.D.Mims Rd 2 296 298
Kissimmee Ave Maguire Rd/Bowness Rd 263 9 272
Maguire Rd Gotha Rd/Roberson Rd 0
Roberson Rd/Tomyn Rd 0
Tomyn Rd/Professional Prkwy 8 2 10
Professional Prkwy/S.R.50 8 2 10
S.R.50/Story Rd 41 6 47
Marshall Farms Rd S.R.50/Maguire Rd 2 1 3
McKey St Kissimmee Ave/Bluford Ave 19 1 20
Ocoee-Apopka Rd S.R.438/Beltway 21 3 24
Beltway/McCormick Rd 0,
Ocoee Hills Rd S.R.438/Flewellinq St 0
Old Winter Garden Rd S.R.50/Blackwood Ave 13 1 14
Blackwood Ave/Hempel Ave 0
Professional Prkwy Maguire Rd/Old Winter Garden Rd 0
Russell Dr Flewelling St/Willow Creek Rd 0
S.R.50 9th St/Wofford Rd 12( 2 14
(West Colonial Dr) Wofford Rd/Maguire Rd 5 2 7
Maguire Rd/Old Winter Garden Rd 28 2/ 30
Old Winter Garden Rd/Clarke Rd 73 5 78
Clarke Rd/Good Homes Rd 0
S.R.438 E.Crown Point Rd/Bowness Rd , 13 1 14
(Silver Star Rd) Bowness Rd/Bluford Ave 58 4 62
Bluford Ave/Clarke Rd 47 47
Clarke Rd/Good Homes Rd 34 222 256
Story Rd 9th St/Wofford Rd 39 1 40
Wofford Rd/Kissimmee Ave 42 20 62
White Rd Bluford Ave/Clarke Rd 3 3
Clarke Rd/Good Homes Rd 5 5
Willow Creek Rd Russell Dr/Wurst Rd 0
Wurst Rd Clarcona-Ocoee Rd/A.D.Mims Rd 0
TABLE 2
PERMITTED SEWER CAPACITY
DEVELOPMENT PERMITTED CAPACITY REMAINING
(IN GALLONS)
ADMIRAL POINTE 28 , 890
AMBER RIDGE 7, 020
AMOCO STATION 1, 000
CROSS CREEK, PHASE 1 20, 250
EXXON STATION 1, 000
GRIFFIN CENTER, LOT 2 800
PRAIRIE LAKES SUBDIVISION, PH 1 30, 240
RACETRAC 804
SHOAL CREEK 19, 440
SILVER BEND 15, 390
SILVER GLEN 22, 140
SPRING LAKE (A.K.A. REFLECTIONS) 79, 650
WATERSIDE 18, 900
WESMERE 22, 500
WEST END PROFESSIONAL PARK 43 , 290
WEST OAKS MALL 150, 000
WESTON PARK 7, 560
WHITEHILL, PHASE 2 15, 390
TOTAL PERMITTED CAPACITY 484,264 GALLONS
REMAINING:
TABLE 3
PERMITTED WATER CAPACITY
DEVELOPMENT PERMITTED CAPACITY REMAINING
(IN GALLONS)
ADMIRAL POINTE 31, 200
AMBER RIDGE 7, 800
CROSS CREEK, PHASE 1 22 , 500
GRIFFIN CENTER, LOT 2 771
HAMMOCKS 7, 800
LAKE OLYMPIA CLUB 4, 800
PRAIRIE LAKE SUBDIVISION, PH 1 33 , 600
SHOAL CREEK 21, 600
SILVER BEND 17, 100
SILVER GLEN 9, 300
SPRING LAKE (A.K.A. REFLECTIONS) 88, 500
TEMPLE GROVE 11, 100
WATERSIDE 21, 000
WESMERE 45, 900
WESTON PARK 8, 400
WHITEHILL, PHASE 2 17, 100
TOTAL PERMITTED CAPACITY 348,471 GALLONS
REMAINING:
TABLE 4
INVENTORY OF PARK LANDS
PARK SIZE OF PARK IN ACRES
Peach Lake Park 3 +/- acres
Parkside Park 4 +/- acres
Tiger Minor Park 5 +/- acres
Silver Glen Park 5 +/- acres
Central Park Complex 23 +/- acres
John Vignetti Park 22 +/- acres
Municipal Park Complex 10 +/- acres
Forest Lake Golf Club 60 +/- acres *
* Presumes 25% of total
240 acre site benefits
Ocoee residents based on
usage of course.
Senior League Baseball Field 8 +/- acres
TOTAL ACRES OF PARK LAND: 140 TOTAL ACRES
TABLE 5
RECREATION (PARK LAND) REQUIRED
FOR PROJECTS WITH FINAL CERTIFICATES OF CONCURRENCY
SUBDIVISION PROJECTED POPULATION NUMBER OF
(FROM HOMES NOT ACRES REQUIRED
YET BUILT)
Prairie Lakes Subdivision, 336 1 . 34
Phase 1
Shoal Creek 216 . 86
Weston Park 84 . 34
TOTAL: 636 2 .54