HomeMy WebLinkAboutVI (C) Discussion/Action re: Concurrency Management Draft Report AGENDA 9-3-96
"CENTER OF GOOD LIVING-PRIDE OF WEST ORANGE" Item VI C
Ocoee
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• CITY OF OCOEE SCOTT ANDERNDER
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OCOEE,FLORIDA 34761-2258
(407)656 2322 CITY MANAGER
jSep OF GOP`o ELLIS SHAPIRO
STAFF REPORT
TO: THE HONORABLE MAYOR AND CITY COMMISSIONERS
FROM: JANET G. RESNIK, CAPITAL PROJECTS/CONCURRENCY ANALYST 0-J
DATE: AUGUST 26, 1996
SUBJECT: ANNUAL CONCURRENCY REPORT
ISSUE
Should the Honorable Mayor and 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. Article IX of the
City's Land Development Code requires that specific criteria be reviewed and inventories be
reported at least once a year. Below is a summary of the findings:
Traffic:
The same two road segments that were on the Infrastructure Deficiencies Map for FY 95/96 will
remain on the map. Silver Star Road from Clarke Road to Good Homes Road and Good Homes
Road from State Road 50 to White Road are at 122 and 119-percent of capacity respectively. All
roads the City monitors actually meet the Level of Service (LOS) D requirements for existing traffic
conditions; however, when the traffic from developments with concurrency certificates is added to
the system, these two road segments fail to meet the LOS D standards for Average Daily Trips
(ADTs).
Jk
Page 2 - Staff Report - Draft Annual Concurrency Report
Although these two segments will remain on the Infrastructure Deficiencies Map, the recent change
to Article IX will now allow developers to use Travel Time Studies to determine whether a road may
still perform adequately under FDOT standards. These studies look at average travel speeds as
the primary level of service measure versus the average number of vehicles per day that travel a
road.
The three (3) other road segments currently over 100 percent will be monitored as developers
apply for concurrency certificates. If any of those segments reach 115 percent, they will also be
placed on the Infrastructure Deficiencies Map, but again developers may apply for a Travel Time
Study determination as an alternative to the ADT criteria.
During the 1996/97 fiscal year, City staff will also be submitting a Comprehensive Plan
Amendment to change the LOS on state and county roads from D to E. Staff will also continue
working with FDOT and Orange County to promote, plan, and coordinate road projects in and
around Ocoee.
Sanitary Sewer:
There are no deficiencies with regard to the wastewater system. Two factors are involved in
measuring capacity of the system: (1) treatment, and (2) effluent disposal. With a system capable
of treating 3-million gallons per day, 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 limitations on disposing of the effluent. Although there
is still capacity remaining at this level, the City is working on implementing an effluent reuse plan
in order to maximize use of the plant and to prepare for future growth. The first step in working
towards having reclaimed water available for irrigating both residential and commercial properties
is to install the storage and pumping facilities necessary to run the reuse system.
Potable Water:
The St. Johns River Water Management District Consumptive Use Permit allows the City to pump
a maximum of 3.343 million gallons per day (MGD). The current water customers use an average
of 2.98 MGD. Reserved capacity (currently permitted by DEP) adds another 350,000 gallons per
day which, when combined with current flows, is just under the allotted total. This means the
system meets the tests for concurrency purposes; however, it is apparent that the City must
address increasing the consumptive use permit to keep pace with increased growth rates and must
focus on getting the reuse system in place to cut down on the amount of potable water that is being
used for irrigation.
Solid Waste:
The City continues to fall well below the allotted amount of solid waste collected from residential
customers. Class I garbage and yard waste (grass clippings, etc.) together total about 3.5 pounds
per person per day which is up slightly from last year's figures but still well below the adopted level
of service (6 pounds per person per day). The City currently collects an average of more than 5
Page 3 - Staff Report - Draft Annual Concurrency Report
pounds of recyclables per household per week. This represents a slight decrease over what was
collected in recyclables in the last reported year and may be the reason the overall garbage per
person per day was higher. If so, a re-emphasis on residential recycling may help to lower the
amount of Class I garbage taken to the landfill.
Stormwater Drainage:
All new development must meet City and state requirements for stormwater drainage. The existing
drainage conditions are being analyzed basin by basin in order to determine necessary
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:
Many capital improvements are planned for existing parks including playground equipment, lights
and scoreboards for baseball fields, park pavilions, and bathroom facilities. At least one new park
is in the planning stages and will most likely be the location of the City's new youth center. Some
money has already been budgeted for this park and financing alternatives to fund the balance of
the facility are currently being examined. Because the City monitors recreation capacity for
concurrency purposes by the amount of park land that is available for Ocoee residents, the
addition of this park will improve the level of service for recreation.
RECOMMENDATION
Staff respectfully recommends that the Honorable Mayor and City Commissioners direct staff to
prepare a Resolution to include the attached report as the formal assessment of infrastructure and
services, and to also 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 from State Road
50 to White Road and Silver Star Road from Clarke Road to Good Homes Road.
cc: Ellis Shapiro, City Manager
Russ Wagner, AICP, Director of Planning
Jim Shira, City Engineer/Utilities Director
Richard Corwin, Public Works Director
Jim Beech, Director of Recreation
Ken Hooper, PEC
Attachment
c:\jrpdfill\corresp\stfrpt96\annuall.sr
SR96023
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:
TRAFFIC CIRCULATION -
A. Design capacity of the roadway network as defined by the current Florida
Department of Transportation (FDOT) Generalized LOS Tables.
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 Florida Department of
Transportation, Orange County, City of Ocoee, or any other approved source.
If a roadway has reached the maximum capacity as defined by the FDOT
Generalized LOS Tables, the applicant may provide a more detailed LOS
analysis based on the current FDOT Level of Service Standards and
Guidelines or the current FDOT Manual for Uniform Traffic Studies. The
detailed LOS analysis may include the procedure described for a Speed and
Delay Study.
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
taken by the City's consulting engineering firm (PEC) in June 1996. 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 (as defined by the current FDOT
Generalized Tables) for all roadways classified under the FDOT's roadway
functional classification system. -
The adopted LOS for all roadways is LOS D; however, as stated above, if a
roadway or roadway segment has reached the maximum capacity for vehicles per
day, an applicant may opt to submit a Travel Time Study using current FDOT LOS
Standards and Guidelines.
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D. The existing unallocated capacities or deficiencies of the roadway network.
The available capacities under today's traffic conditions are obtained by
subtracting existing volumes from maximum allowable capacities. The maximum
volumes on Table 1 are one hundred percent (100%) of LOS D. The state actually
allows cities to cap the volume higher than that because of the margin of error
involved, so the City's concurrency management system does not place a road
segment on the Infrastructure Deficiencies Map until it reaches 115 percent of
LOS D. (See Paragraph F below for a discussion of capacities for roadway
segments after reserved trips are added to existing trips.)
E. The capacities reserved for those projects with a Final Certificate 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 2-4 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 must be less than 115 percent of the maximum allowable capacity for each
road segment, or the segment is placed on the Infrastructure Deficiencies Map.
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, has a valid FCC or TCRC, or if an alternative
Travel Time Study is submitted which shows the road to operate at an acceptable
level of service under FDOT standards.
There are three (3) segments over 100 percent of the maximum capacity for
LOS D. These segments will be monitored closely and if any of them reach 115
percent, the City Commission will be notified. If they reach 115%, they must be
placed on the Infrastructure Deficiencies Map and development may not be
approved unless a project is vested, has a valid FCC or TCRC, or if an alternative
Travel Time Study proves the segment operates at acceptable FDOT standards.
The segments currently over 100 percent of capacity are Old Winter Garden Road
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from Blackwood to Hempel, State Road 50 from Maguire to Old Winter Garden, and
Silver Star Road from Bluford to Clarke. Each of the road segments that have
reached at least 100 percent capacity are either State or County roads.
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.
It continues as a four-lane facility north of the A.D. Mims intersection for about
1,000 feet and then tapers to two lanes up to Prairie Lakes Subdivision. 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. That segment is expected to be
completed in the first half of the 1996-97 fiscal year.
As part of the West Oaks Mall project, that developer is making improvements to
the intersections of Clarke and State Road 50 and Clarke and White Roads. Two
new signalized intersections will also be added on Clarke Road at the mall
entrances and one will be added on State Road 50 at the mall entrance.
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 several projects included in the work programs of the City of Ocoee,
Orange County, and the FDOT that will affect the transportation network by either
adding capacity or improving traffic flow.
The City of Ocoee's 1996-97 budget includes construction funds for the Kissimmee
Avenue/Story Road intersection and for reconfiguring the intersection of Marshall
Farms Road and Maguire Road. It also includes money for design of the first
phase of the Maguire Road widening project (from Roberson Road to Tomyn
Road). It is being designed as a four-lane facility with a raised grass median.
In conjunction with the improvements being made to Clarke and White Roads for
the opening of the new mall, the City has also begun work on straightening out the
curve on White Road. That project will be completed this fall.
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Orange County plans to improve the intersection of White Road and Good Homes
Road. This project was bid in FY 1995/96 and is expected to be completed in early
1997.
FDOT is currently in the design phase for the Silver Star Road widening project for
the segment east of Clarke Road to Hiawassee Road. The segment of Silver Star
from Clarke to Apopka-Vineland Road is currently planned as a four-lane divided
road and is slated for construction in FY 2001/2002.
To help alleviate some of the traffic flow problems on Silver Star Road before the
widening, FDOT has also agreed to improve the intersection at Ocoee Hills Road
by adding an eastbound left turn lane. This work is scheduled for the latter part of
FY 96-97.
Annual update of the City's transportation network as modeled using the
Region's most recent OUATs model.
The recently revised Road Impact Fee Ordinance included an update of Ocoee's
transportation model.
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 taken from July 1995 through June 1996
and then averaged for the 12-month period) is .987 MGD (987,000 gallons per
day).
There are 3,449 customers on the system accounting for approximately 3,701
ERUs which amounts to an existing LOS of 267 gallons per day per ERU.
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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.
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 987,000 gallons per day, there are 513,000
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 3701 ERUs currently in use and the 1620
ERUs reserved for unbuilt development (as permitted), there are 235 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.
The mall developer is installing lines for reclaimed water to use for irrigation once
the City is ready to supply the effluent.
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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.
The City will be constructing a new pond at the wastewater plant which will allow the
system to dispose of an additional 80,000 gallons per day. Also, the City will be
irrigating the cemetery adjacent to the golf course which will dispose of an additional
100,000 gallons per day.
The DEP is currently reviewing a city-wide effluent reuse permit application
submitted by the City of Ocoee earlier this year. The City expects to have the
permit issued early in 1997 and will then work toward providing reclaimed water for
irrigation. There are funds in the FY 96/97 budget for construction of storage and
pumping facilities at the wastewater treatment plant. 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 then 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 1996/97 fiscal year. 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 3.343 MGD. (This is permitted through the St. Johns River Water
Management District.) The 3.343 MGD equates to 11,143 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 1995 through June 1996 is 3.72 MGD. Taking the 20 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 2.98 MGD. (The American Waterworks
Association Research Foundation has estimated that leakages of up to 26 percent
can be expected from a system of our size.)
There are currently 6,635 customers representing approximately 9,950 ERUs in
the system. Taking the number of ERUs and the average flow used by customers
in the system, the existing LOS is 300 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 currently under construction, a 600,000 gallon storage
tank at the Forest Oaks Plant and a 600,000 gallon storage tank at the South Water
Plant. Completion for both projects is estimated to be in early 1997.
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 300 GPD/ERU meets the adopted LOS as outlined in the
Comprehensive Plan. The 9,950 ERUs that represent the current customer usage
is below the maximum permitted 11,143 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 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 3.343 MGD or
11,143 ERUs. With the 9,950 ERUs currently in use and the 1,187 ERUs reserved
for unbuilt development, the system appears at capacity; however there are many
extenuating circumstances. The City is currently working with the SJRWMD to
increase the consumptive use permit. With the improvements to the system and the
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additional wells currently being constructed, the City will be in a position to request
an increase in the permit due to growth rates and system capabilities. In addition,
the plans to begin a program for using reclaimed water for irrigation will also greatly
reduce the amount of potable water currently being used for this purpose. It is also
important to note that 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
scheduled for the upcoming fiscal year by any developers which would impact the
capacity of the system.
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 currently adding two new wells to the system, one at the Forest Oaks
Water Plant site and the other at the South Water Plant. These wells will result in
an increase in the consumptive use permit which will give the City more water
capacity for future growth.
As stated earlier, the improvements to the wastewater facility to allow for the use
of effluent to irrigate both public and private areas will also reduce the demands on
the potable water system.
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 limitation or of
any maximum allowable waste that will be accepted from the City. To this end, the
City will permit additional customers until notified otherwise by the County.
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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, 1995 through June 30, 1996, a total of 6,638.94 tons of Class I
residential garbage was transported by the City of Ocoee to the Orange County
landfill. That figure averages out to 553.25 tons per month or 1,106,490 pounds per
month or 36,883 pounds per day. There are currently 5,942 residential garbage
customers (households) in Ocoee. At 36,883 pounds per day, that equates to 6.21
pounds per day per customer or 2.07 pounds per day per person.
Yard waste is calculated separately. Yard waste averaged 4.05 pounds per
customer or 1.35 pounds per person per day. That added to the above figure for
Class I garbage equals 3.42 pounds per person per day. This is still well below the
6 pounds per person per day adopted LOS.
A total of 855.65 tons of residential recyclables was collected from July 1995 to
June 1996. That amounts to 5.14 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
generaged 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.
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 began recycling last 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 as
long as they are certified as a recovered materials dealer.
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V. STORMWATER DRAINAGE
A. The existing level of service measured by storm event as determined by the
City of Ocoee and its consulting engineers.
Drainage basin reports have been completed and have been submitted to the City
for the Starke Lake, Lake Olympia, Spring Lake, Lake Johio, and Northwest Ditch
basins. The Lake Meadow/Prairie Lake drainage basin study is approximately 60
percent complete, and we anticipate that work will begin soon.on a study of the
Lake Lotta drainage basin. The City has prepared plans and specifications for the
first drainage improvement project which will result in the correction of over 80
identified drainage problems throughout the City. This work is scheduled to begin
in early September.
As basin 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.
In anticipation of following improved maintenance standards, the City purchased 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 was also 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. The final permit was issued on February 14, 1996. The permit
was effective April 1, 1996 and is valid through February 28, 2001. It includes
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.
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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.
According to the Bureau of Economic and Business Research (BEBR) at the
University of Florida, the latest population figures for Ocoee show 19,261
permanent residents. With 140 acres of existing park land, that gives the City an
existing LOS of 7.27 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.
The reserved capacities are only for those lots where there are currently no
occupants.
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 1.63 acres. The current
population of 19,261 requires 77 acres. The existing 140 acres of park land leaves
the City with an excess capacity of 63 acres. Taking into account the developments
with Final Certificates of Concurrency, there are 61.37 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 by
developers in the 1996-97 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
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system since it is private property owned and maintained by the individual
homeowners' associations, but it does reduce the demand on certain public
facilities.
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.
At least one new park is in the planning stages and will be the site of the City's new
youth center. The FY 96/97 budget includes partial funding for this facility;
additional sources of funding are currently being examined.
•
12
:':TABLE 1
OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM 1 of 5
Traffic Volumes and Capacities by Road Segments
Overall Summary 08/26/96
�.O ............... .. i � to •. ::::>::::>::>:::::::.::::::::::::::::::::.. :� >:>::>::>:::::::»>:>::::
...................ii.........ii......�� rt�... ..... ...�Mn0S:::aMiPataa:.r.adS:">�iiirnbiriti&,:.;..M.taa::: k1r0Olffinge>:::: .:UME::
A.D.Mims Rd Wurst Rd/Clarke Rd 2 6,764 249 7,013 16,900 9,887 41%
Clarke Rd/Apopka-Vineland Rd 2 6,188 929 7,117 16,900 9,783 42%
Adair St Wurst Rd/Clarcona-Ocoee Rd 2 3,2811 0 3,281 9,000 5,7191 36%
Apopka-Vineland Rd S.R.438/A.D.Mims Rd 2 10,629 1,448 12,077 15,100 3,023 80%
A.D.Mims Rd/Clarcona-Ocoee Rd _ 2 11,210 1,701 12,911 15,100 2,189 86%
Clarcona-Ocoee Rd/McCormick Rd 2 11,029 0 11,029 15,100 4,071 73%
Bluford Ave S.R.50/Geneva St 2 10,342 418 10,760 12,800 2,040' 84%
Geneva St/White Rd 2 10,878 1,206 12,084 12,800 716 94%
White Rd/McKey St 2 9,939 566 10,505 12,800 2,295 82%
McKey St/S.R.438 2 10,530 733 11,263 12,800 1,537 88%
Bowness Rd (Kissimmee Ave/S.R.438 2 10,1431 8151 10,958 15,300 4,3421 72%
Clarcona-Ocoee Rd S.R.438/Wurst Rd 2 7,864 23 7,887 16,200 8,313 49%
(aka Lakewood Ave) Wurst Rd/Clarke Rd 2 4,278 0 4,278 16,200 11,922 26%
Clarke Rd/Apopka-Vineland Rd 2 4,367 0 4,367 16,200 11,833 27%
Clarke Rd S.R.50/White Rd 4 15,262 14,946 30,208 33,300 3,092 91%
White Rd/S.R.438 4 16,760 11,269 28,029 33,300 5,271 84%
S.R.438/A.D.Mims Rd 4 8,962 4,007 12,969 33,300 20,331 39%
A.D.Mims Rd/Clarcona-Ocoee Rd 4 - 1,836 1,836 33,300 31,464 6%
Flewellinq St (Ocoee Hills Rd/Russell Dr 2 1 2,6171 01 2,617 8,600 5,9831 30%
Fullers Cross Rd (Ocoee-Apopka/Clarcona-Ocoee 2 3,719 I 01 3,719 11,500 7,7811 32%
Geneva St (Kissimmee Rd/Bluford Rd 2 7,5941 959 8,553 14,7001 6,1471 58%
Good Homes Rd S.R.50/White Rd 2 14,888 3,549 18,437 15,500 (2,937) 119%
White Rd/S.R.438 2 7,211 2,940 10,151 15,500 5,3491 65%
Hackney-Prairie Rd IClarke Rd/Apopka-Vineland Rd 2 - 01 0 12,400 12,4001 0%
Johio Shores Rd IS.R.438/A.D.Mims Rd 2 1,3301 01 1,330 12,000 10,6701 11%
1.
Kissimmee Ave 'Maguire Rd/Bowness Rd 2 13,8701 671 1 14,541 15,300 7591 95%
Maguire Rd Gotha Rd/Roberson Rd 2 10,060 182 10,242 17,400 7,158 59%
Roberson Rd/Tomyn Rd 2 12,367 715 13,082 17,400 4,318 75%
Tomyn Rd/Professional Prkwy 2 13,091 715 13,806 17,400 3,594 79%
Professional Prkwy/S.R.50 2 13,822 723 14,545 17,400 2,855 84%
S.R.50/Story Rd 2 11,797 815 12,612 15,300 2,688 82%
Marshall Farms Rd IS.R.50/Maguire Rd 2 4,4561 4641 4,920 11,000 6,0801 45%
McKey St (Kissimmee Ave/Bluford Ave 2 4,6741 01 4,674 11,200 6,5261 42%
Ocoee-Apopka Rd S.R.438/Beltway 2 8,345 368 8,713 17,400 8,687 50%
Beltway/McCormick Rd 2 11,034 0 11,034 17,400 6,366 63%
Ocoee Hills Rd IS.R.438/Flewellinq St 2 3,2531 01 . 3,253 8,600 5,3471 38%
Old Winter Garden Rd S.R.50/Blackwood Ave 2 12,289 245 12,534 15,500 2,966 81%
Blackwood Ave/Hempel Ave 2 15,218 499 15,717 15,500 (217 101%
Professional Prkwy (Maguire Rd/Old Winter Garden Rd 2 4,9211 871 5,008 10,6001 5,5921 47%
Russell Dr IFlewellinq St/Willow Creek Rd 2 1,6041 01 1,604 8,600 • 6,9961 19%
S.R.50 9th St/Wofford Rd 4 38,054 3,114 41,168 43,400 2,232 95%
(West Colonial Dr) Wofford Rd/Maguire Rd 4 36,081 4,918 40,999 43,400 2,401 94%
Maguire Rd/Old Winter Garden Rd 4 38,840 5,695 44,535 43,400 (1,135) 103%
Old Winter Garden Rd/Clarke Rd 4 32,948 8,693 41,641 43,400 1,759 96%
Clarke Rd/Good Homes Rd 4 26,535 14,502 41,037 43,400 2,363 95%
S.R.438 1E.Crown Point Rd/Bowness Rd 4 12,500 219, 12,719 16,600 3,881 77%
(Silver Star Rd) Bowness Rd/Bluford Ave 4 11,809 692 12,501 16,600 4,099 75%
Bluford Ave/Clarke Rd 2 15,576 2,816 18,392 16,600 (1,792) 111%
Clarke Rd/Good Homes Rd 2 15,881 4,390 20,271 16,600 (3,671) 122%
Story Rd 9th St/Wofford Rd 2 7,263 533 7,796 14,700 6,904 53%
Wofford Rd/Kissimmee Ave 2 7,407 694 8,101 14,700 6,599 55%
White Rd Bluford Ave/Clarke Rd 2 3,985 2,738 6,723 13,200 6,477 51%
Clarke Rd/Good Homes Rd 2 6,073 3,175 9,248 13,200 3,952 70%
Willow Creek Rd •(Russell Dr/Wurst Rd 2 853 I 01 853 8,600 I 7,7471 10%
Wurst Rd IClarcona-Ocoee Rd/A.D.Mims Rd 2 6,0241 2431 6,267 12,000I 5,7331 52%
OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM 2 of 5
Traffic Volumes and Capacities by Road Segments
Traffic Volume Assignments (Sheet 1) 08/26/96
lii iiigf CI`r ?'• E�i'? ` i isE '::.:::;:;SS::: :>;:,igi EEEE E: ::iii •.. I
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is`... I..... '. "r..:.;::..;:;:;::::i: ::. .. ...... .. .... ... ....
A.D.Mims Rd Wurst Rd/Clarke Rd 6 6
Clarke Rd/Apopka-Vineland Rd 112 112
Adair St IWurst Rd/Clarcona-Ocoee Rd I 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 22 21 _ 43
Geneva St/White Rd 44 44
White Rd/McKey St 44 44
McKey St/S.R.438 0
Bowness Rd (Kissimmee Ave/S.R.438 I. 70 70
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 266 70 336
White Rd/S.R.438 305 305
S.R.438/A.D.Mims Rd 117 117
A.D.Mims Rd/Clarcona-Ocoee Rd 0
Flewellinq St Ocoee Hills Rd/Russell Dr 0
Fullers Cross Rd (Ocoee-Apopka/Clarcona-Ocoee 0
Geneva St Kissimmee Rd/Bluford Rd I 22 22
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 I I 0
Kissimmee Ave !Maguire Rd/Bowness Rd I 83 83
Maguire Rd Gotha Rd/Roberson Rd 0
Roberson Rd/Tomyn Rd 21 22 43
Tomyn Rd/Professional Prkwy 21 22 43
Professional Prkwy/S.R.50 24 28 52
S.R.50/Story Rd 112 16 128
Marshall Farms Rd S.R.50/Maguire Rd I 22 22
McKey St (Kissimmee Ave/Bluford Ave I 0
Ocoee-Apopka Rd S.R.438/Beltway 0
Beltway/McCormick Rd 0
Ocoee Hills Rd IS.R.438/Flewelling St IL_ , - 0
Old Winter Garden Rd S.R.50/Blackwood Ave _ 12 79 91
Blackwood Ave/Hempel Ave 285 285
Professional Prkwy (Maguire Rd/Old Winter Garden Rd 3 I 50 53
Russell Dr IFlewelling St/Willow Creek Rd I 0
S.R.50 9th St/Wofford Rd 37 37
(West Colonial Dr) Wofford Rd/Maguire Rd 277 40 317
Maguire Rd/Old Winter Garden Rd 96 28 124
Old Winter Garden Rd/Clarke Rd 65 186 251
Clarke Rd/Good Homes Rd 101 101
S.R.438 E.Crown Point Rd/Bowness Rd 0
(Silver Star Rd) Bowness Rd/Bluford Ave 0
Bluford Ave/Clarke Rd 78 78
Clarke Rd/Good Homes Rd 128 128
Story Rd 9th StPNofford Rd 15 15
Wofford Rd/Kissimmee Ave 7 7
White Rd Bluford Ave/Clarke Rd 0
Clarke Rd/Good Homes Rd 40 40
Willow Creek Rd (Russell Dr/Wurst Rd I 0
Wurst Rd IClarcona-Ocoee Rd/A.D.Mims Rd I 0
OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM 3 of 5
Traffic Volumes and Capacities by Road Segments
Traffic Volume Assignments (Sheet 2) 08/26/96
':::::5: :E:::::##E::::::::::::3:E::::::: E:: :r;£:i:: <:: :i:::::::::::::::::::::::::::?:::::::::::::: ::iii:::r::::::::::::::::::::: �,•...: ..:.;:••::::::::::E::;:::mmi:#::T.�..,; .......::.:>::i::s:::::. :::...:.:::;:.;.....:: :.>::>':.;.;:.:<.;:::::::i:::.::•>.....,m,.
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A.D.Mims Rd Wurst Rd/Clarke Rd 219 219
Clarke Rd/Apopka-Vineland Rd 404 404
Adair St IWurst Rd/Clarcona-Ocoee Rd 1 0
Apopka-Vineland Rd S.R.438/A.D.Mims Rd 1,240 1,240
A.D.Mims Rd/Clarcona-Ocoee Rd 1,080_ 1,080
Clarcona-Ocoee Rd/McCormick Rd 0
Bluford Ave S.R.50/Geneva St 35 152 175 362
Geneva StNVhite Rd 14 137 885 1,036
White Rd/McKey St 14 426 440
McKey St/S.R.438 426 426
Bowness Rd (Kissimmee Ave/S.R.438 2 I 284 286
Clarcona-Ocoee Rd S.R.438fNurst Rd 0
(aka Lakewood Ave) Wurst Rd/Clarke Rd 0
Clarke Rd/Apopka-Vineland Rd 0
Clarke Rd S.R.50NVhite Rd 876 12,629 13,505
White Rd/S.R.438 779 8,985 9,764
S.R.438/A.D.Mims Rd 3,454 3,454
A.D.Mims Rd/Clarcona-Ocoee Rd 1,836 1,836
Flewellinq St (Ocoee Hills Rd/Russell Dr I I I 0
Fullers Cross Rd (Ocoee-Apopka/Clarcona-Ocoee I I 0
Geneva St Kissimmee Rd/Bluford Rd 1 51 15 864 884
Good Homes Rd S.R.50NVhite Rd 73 3,411 3,484
White Rd/S.R.438 2,940 2,940
Hackney-Prairie Rd (Clarke Rd/Apopka-Vineland Rd 1 0
Johio Shores Rd IS.R.438/A.D.Mims Rd I 0
Kissimmee Ave IMaguire Rd/Bowness Rd 2 1591 153 314
Maguire Rd Gotha Rd/Roberson Rd • 182 182
Roberson Rd/Tomyn Rd 3 182 426 611
Tomyn Rd/Professional Prkwy 3 182 426 611
Professional Prkwy/S.R.50 3 165 426 594
S.R.50/Story Rd 1 152 175 328
Marshall Farms Rd IS.R.50/Maguire Rd 1 I 109 109
McKey St (Kissimmee Ave/Bluford Ave I 0
Ocoee-Apopka Rd S.R.438/Beltway 175 175
Beltway/McCormick Rd 0
Ocoee Hills Rd IS.R.438/Flewellinq St I I 0
Old Winter Garden Rd S.R.50/Blackwood Ave 1 9 109 119
Blackwood Ave/Hempel Ave 105 109 214
Professional Prkwy (Maguire Rd/Old Winter Garden Rd I I 181 18
1.
Russell Dr IFIewelling StANillow Creek Rd 0
S.R.50 19th St/Wofford Rd 5 326 2,656 2,987
(West Colonial Dr) Wofford Rd/Maguire Rd 5 326 4,001 4,332
Maguire Rd/Old Winter Garden Rd 7 642 4,657 5,306
Old Winter Garden Rd/Clarke Rd 8 2,440 5,455 7,903
Clarke Rd/Good Homes Rd 522 13,319 13,841
S.R.438 E.Crown Point Rd/Bowness Rd 219 219
(Silver Star Rd) Bowness Rd/Bluford Ave 77 77
Bluford Ave/Clarke Rd 1,793 _ 1,793
Clarke Rd/Good Homes Rd 3,366 3,366
Story Rd 9th StlWofford Rd _ 2 481 483
Wofford Rd/Kissimmee Ave 2 8 645 655
White Rd Bluford Ave/Clarke Rd 59 2,372 2,431
Clarke Rd/Good Homes Rd 87 2,956 3,043
Willow Creek Rd (Russell Dr/Wurst Rd 1 I 0
Wurst Rd ICIarcona-Ocoee Rd/A.D.Mims Rd 11 1 1 219 219
OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM 4 of 5
Traffic Volumes and Capacities by Road Segments
Traffic Volume Assignments (Sheet 3) 08/26/96
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€ .�. .:.�:� {. -.:. . �: . .............: �. �. ..��. . .. . . 1. .---::::::::...:..:#..:..�.:::::.�::::::�k�dd �x.1.a:;F�.:[Qts. .......�f�•.�:::::.�:....
A.D.Mims Rd Wurst Rd/Clarke Rd 14 10 24
Clarke Rd/Apopka-Vineland Rd 238 175 413
Adair St IWurst Rd/Clarcona-Ocoee Rd I I I 0
Apopka-Vineland Rd S.R.438/A.D.Mims Rd 120' 88 208
A.D.Mims Rd/Clarcona-Ocoee Rd 358 263 621
Clarcona-Ocoee Rd/McCormick Rd 0
Bluford Ave S.R.50/Geneva St 10 3 13
Geneva St/White Rd 63 3 60 126
White Rd/McKey St _ 47 35 82
McKey St/S.R.438 176 131 307
Bowness Rd 'Kissimmee Ave/S.R.438 1 242 2171 459
Clarcona-Ocoee Rd S.R.438/Wurst Rd 13 10 23
(aka Lakewood Ave) Wurst Rd/Clarke Rd 0
Clarke Rd/Apopka-Vineland Rd 0
Clarke Rd S.R.50M/hite Rd 594 441 70 1,105
White Rd/S.R.438 631 469 100 1,200
S.R.438/A.D.Mims Rd 251 185 436
A.D.Mims Rd/Clarcona-Ocoee Rd 0
Flewelling St (Ocoee Hills Rd/Russell Dr I . I 0
Fullers Cross Rd 10coee-Apopka/Clarcona-Ocoee 0
Geneva St 'Kissimmee Rd/Bluford Rd 1 531 53
Good Homes Rd IS.R.50/White Rd 37 28 65
'White Rd/S.R.438 0
Hackney-Prairie Rd (Clarke Rd/Apopka-Vineland Rd 1 I 1 0
Johio Shores Rd IS.R.438/A.D.Mims Rd I I I 0
Kissimmee Ave 'Maguire Rd/Bowness Rd I 248 I 261 1 274
Maguire Rd Gotha Rd/Roberson Rd 0
Roberson Rd/Tomyn Rd 50 11 61
Tomyn Rd/Professional Prkwy 50 11 61
Professional Prkwy/S.R.50 60 17 77
S.R.50/Story Rd 330 29 359
Marshall Farms Rd IS.R.50/Maquire Rd I 3301 3 333
McKey St IKissimmee Ave/Bluford Ave I I I I 0
Ocoee-Apopka Rd S.R.438/Beltway 110 83 193
Beltway/McCormick Rd 0
Ocoee Hills Rd IS.R.438/Flewelling St I 0
Old Winter Garden Rd S.R.50/Blackwood Ave 29 6 35
Blackwood Ave/Hempel Ave 0
Professional Prkwy 'Maguire Rd/Old Winter Garden Rd • I I 101 61 16
Russell Dr IFlewelling St/Willow Creek Rd I I 0
l ` .. *i I : I_ : «a
S.R.50 9th St/Wofford Rd 90 90
(West Colonial Dr) Wofford Rd/Maguire Rd 247 22 269
Maguire Rd/Old Winter Garden Rd 187 78 265
Old Winter Garden Rd/Clarke Rd 176 130 158 75 539
Clarke Rd/Good Homes Rd 321 239 560
S.R.438 E.Crown Point Rd/Bowness Rd 0
(Silver Star Rd) Bowness Rd/Bluford Ave 353 262 615
Bluford Ave/Clarke Rd 542 403 945
Clarke Rd/Good Homes Rd 515 381 896
Story Rd 9th St/VVofford Rd 35 35
Wofford Rd/Kissimmee Ave 29 3 32
White Rd Bluford Ave/Clarke Rd 16 291 307
Clarke Rd/Good Homes Rd 37 28 27 92
Willow Creek Rd 'Russell Dr/Wurst Rd I I 0
Wurst Rd IClarcona-Ocoee Rd/A.D.Mims Rd 1 141 10 I I 24
OCOEE_ROAD CONCURRENCY MANAGEMENT SYSTEM 5 of 5
Traffic Volumes and Capacities by Road Segments
Traffic Volume Assign nments (Sheet 4) 08/26/96
33:`•3isi::::isi:::i: ::::3333`::5::33i333i:::: :£333if::isisE::::::::: ::::::::3::3::3:fS::;;;:;i::;::i::::::::>:::>:::::;:>::;::;:::: ............................................
A.D.Mims Rd Wurst Rd/Clarke Rd
0
Clarke Rd/Apopka-Vineland Rd 0
Adair St IWurst Rd/Clarcona-Ocoee Rd I I I 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 0
White Rd/McKey St 0
McKey St/S.R.438 0
Bowness Rd (Kissimmee Ave/S.R.438 I I I 0
k_
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 0
White Rd/S.R.438 0
S.R.438/A.D.Mims Rd 0
A.D.Mims Rd/Clarcona-Ocoee Rd 0
Flewelling St (Ocoee Hills Rd/Russell Dr I I 0
Fullers Cross Rd (Ocoee-Apopka/Clarcona-Ocoee I I 0
Geneva St (Kissimmee Rd/Bluford Rd I I I 0
Good Homes Rd S.R.50/White Rd 0
White Rd/S.R.438 0
Hackney-Prairie Rd (Clarke Rd/Apopka-Vineland Rd I I 0
Johio Shores Rd IS.R.438/A.D.Mims Rd I 1 0
Kissimmee Ave (Maguire Rd/Bowness Rd I 0
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 0
Marshall Farms Rd IS.R.50/Maguire Rd I I I 0
McKey St (Kissimmee Ave/Bluford Ave I I I 0
Ocoee-Apopka Rd S.R.438/Beltway 0
Beltway/McCormick Rd 0
Ocoee Hills Rd S.R.438/Flewelling St I I I 0
Old Winter Garden Rd S.R.50/Blackwood Ave 0
Blackwood Ave/Hempel Ave 0
Professional Prkwy IMaguire Rd/Old Winter Garden Rd I I I 0
Russell Dr IFlewellinq StNVillow Creek Rd I I I 0
S.R.50 9th SUWofford 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 0
(Silver Star Rd) Bowness Rd/Bluford Ave 0
Bluford Ave/Clarke Rd 0
Clarke Rd/Good Homes Rd 0,
Story Rd 9th StNVofford Rd 0
Wofford Rd/Kissimmee Ave 0
White Rd Bluford Ave/Clarke Rd 0
Clarke Rd/Good Homes Rd 0
Willow Creek Rd (Russell Dr/Wurst Rd I I 0
Wurst Rd IClarcona-Ocoee Rd/A.D.Mims Rd 1 I I I 0
TABLE 2 •
PERMITTED SEWER CAPACITY
I ADMIRAL POINT 25,110
ALBERTSON'S LOT 3 878
AMBER RIDGE 4,320
COORDINATED CARE 15,900
CROSS CREEK, PHASE 1 9,720
CROSS CREEK, PHASE 2 44,820
FLORIDA UROLOGY GROUP 540
GRIFFIN CENTER, LOT 2 800
LAKE OLYMPIA SQUARE 4,500
PRAIRIE LAKES SUBDIVISION, PHASE 1 29,160
RACETRAC 804
SHOAL CREEK 3,780
SILVER BEND 6,750
SILVER GLEN 14,580
SPRING LAKE (REFLECTIONS) 10,800
WATERSIDE 17,010
WESMERE 42,660
WEST END PROFESSIONAL PARK 43,290
WEST OAKS MALL 150,000
WHITEHILL, PHASE 2 11,880
3 3 G L S
INING REMA
August 1996
TABLE 3
PERMITTED WATER CAPACITY
:DEVELOPMENT ::`:: .
ADMIRAL POINT 27,000
ALBERTSON'S LOT 3 975
AMBER RIDGE 4,800
COORDINATED CARE 17,850
CROSS CREEK, PHASE 1 10,800
CROSS CREEK, PHASE 2 49,800
FLORIDA UROLOGY GROUP 600
GRIFFIN CENTER, LOT 2 771
LAKE OLYMPIA SQUARE 4,985
PRAIRIE LAKES SUBDIVISION, PHASE 1 15,600
SHOAL CREEK 8,700
SILVER BEND 7,500
SILVER GLEN 16,200
SPRING LAKE (REFLECTIONS) 12,000
WATERSIDE 18,900
WESMERE 47,400
WEST OAKS MALL 99,000
WHITEHILL, PHASE 2 13,200
T >TAL..fERMITTED. APA:CtTY..;.. ini <'iwi 356 0.8.....GALLt NS
August 1996
TABLE 4
INVENTORY OF PARK LANDS
S Z :::.-# G
Central Park Complex 23 +/- acres
Forest Lake Golf Club 60 +/- acres *
John Vignetti Park 22 +/- acres
Municipal Park Complex 10 +/- acres
Parkside Park 4 +/- acres
Peach Lake Park 3 +/- acres
Senior League Baseball Field 8 +/- acres
Silver Glen Park 5 +/- acres
Tiger Minor Park 5 +/- acres
* This presumes 25 percent of the total 240 acre site benefits Ocoee residents (based on
the usage of the course).
August 1996
TABLE 5
RECREATION (PARK .LAND) REQUIRED
FOR PROJECTS WITH FINAL CERTIFICATES OF CONCURRENCY
iFRO'MHOMESNOT T - U TT' >`` ::
.... .....YE.. B. ILT•.... .......
Prairie Lakes 324 1.28
Subdivision, Phase 1
Shoal Creek 87 .35
..;...:.....
Population is figured at 3 people per household.
August 1996