HomeMy WebLinkAboutResolution 94-25
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RESOLUTION NO. 94--1i-
A RESOLUTION OF THE CITY OF OCOEE, FLORIDA,
RELATING TO INFRASTRUCTURE DEFICIENCIES UNDER
THE CONCURRENCY MANAGEMENT SYSTEM; ACCEPTING A
CONCURRENCY MANAGEMENT SYSTEM INFRASTRUCTURE
REPORT; FINDING THAT THERE ARE NO
INFRASTRUCTURE DEFICIENCIES WITHIN THE CITY;
ADOPTING AN INFRASTRUCTURE DEFICIENCIES MAP;
PROVIDING FOR AN EFFECTIVE DATE.
WHEREAS, the city commission of the City of Ocoee has
received a report from the Development Administrator on the status
of all infrastructure covered under the Ocoee Concurrency
Management System, said report being attached hereto as Exhibit "A"
and by this reference made a part hereof ("the Concurrency
Management System Infrastructure Report"); and
WHEREAS, the Development Administrator has collected and
made available to the public information on certain infrastructure
facilities as required by Article IX of Chapter 180 of the Ocoee
City Code; and
WHEREAS, based upon the Concurrency Management System
Infrastructure Report and in accordance with the procedures set
forth in section 9-5 of Article IX of Chapter 180 of the Ocoee city
Code, the Development Administrator has prepared an Infrastructure
Deficiencies Map, said map being attached hereto as Exhibit "B" and
by this reference made a part hereof ("the Infrastructure
Deficiencies Map"); and
WHEREAS, the Development Administrator has advised the
Ocoee City commission that, as of October 1, 1994, there are no
areas of the City served by infrastructure which do not meet the
level of service standards established by the Ocoee Comprehensive
Plan.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF
THE CITY OF OCOEE, FLORIDA, AS FOLLOWS:
1. The above recitals are true and correct and are made
a part of this Resolution.
2. The City Commission of the City of Ocoee hereby
accepts the Concurrency Management System Infrastructure Report
attached hereto as Exhibit "A".
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3. The City commission of the City of Ocoee hereby
finds that, as of October 1, 1994, there are no areas of the City
served by infrastructure which do not meet the level of service
standards established by the Ocoee Comprehensive Plan.
4. Pursuant to section 9-5.C of Article IX of Chapter
180 of the Code of Ordinances of the City of Ocoee, Florida, the
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Ocoee City commission hereby adopts the Infrastructure Deficiencies
Map attached hereto as Exhibit liB". The Infrastructure
Deficiencies Map will be effective from October 1, 1994 through
September 30, 1995 unless revised at an earlier date in accordance
with the procedures set forth in Article IX of Chapter 180 of the
Code of Ordinances of the city of Ocoee, Florida.
5. The Infrastructure Deficiencies Map attached hereto
as Exhibit "B" supersedes and replaces all previously adopted
Infrastructure Deficiencies Maps.
6. This Resolution shall become effective immediately
upon adoption.
PASSED AND ADOPTED this ~ day of October, 1994.
APPROVED:
Clerk
(SEAL)
FOR USE AND RELIANCE ONLY BY
THE CITY OF OCOEE, FLORIDA.
AP~ROV~,AS TO FORM~,LEGALITY
thJ.s ~ day of ~, 1994.
:::EY '?rJNER~ ~
city Attorney
APPROVED BY THE OCOEE CITY
COMMISSION AT A MEETING
HELD ON {)L-1'D ~~ , 1994
UNDER AGENDA ITEM NO.1ZI....B...
C:IWPSlIDOCSIOCOE\PERDDHIl9.26A 191261941 DEBBIEH I PER:dh
2
EXHIBIT IIAII
CONCURRENCY ASSESSMENT OF INFRASTRUCTURE AND SERVICES
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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:
L.
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. The Ocoee Comprehensive Plan
originally adopted an LOS C for arterials and limited
access facilities; however, the City has since made
application to the state to change Ocoee's designation
from "Urbanized" to "Urban". The "Urban"
classification allows a municipality to use LOS D in
formulating its traffic volumes and capacities for all
roadways under Florida Department of Transportation
(FDOT) functional classification. The Federal Highway
Administration and the FDOT approved the new Urban
boundary in May 1993. The City processed a
Comprehensive Plan Amendment to formally change the
classification which was found in compliance by the
Florida Department of Community Affairs in August 1994.
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 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 measured LOS D or
better.
1
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.
D. The existing unallocated capacities or deficiencies of
the roadway network.
Looking at existing conditions (traffic on the roads
today) there are no deficiencies on any roadway
segments. The available capacities 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.)
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); or for vested projects, trips are put into the
system as "reserved" once construction has begun on
that development. 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 vested or
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, a
TCRC, or those vested projects under construction 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. The state allows the extra 15
percent because of the margin of error with
anticipating the timeframe for build-out of projects.
2
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On all vested projects, for example, the developers
provide an estimate of what they anticipate building
for the year. That estimate is approved by the City
for reasonableness and then monitored to ensure that it
is an accurate representation of what is actually being
built during the course of the year.
Based on existing trips plus reserved trips, there are
two roadway segments at 115 percent of capacity
(Maguire Road from Roberson to Tomyn and Maguire Road
from Professional Parkway to State Road 50) and two
more segments over 100 percent capacity (Maguire Road
from Tomyn to Professional Parkway and State Road 50
from Maguire to Old Winter Garden). The existing
traffic volumes as compared to the maximum allowable
capacities on these roadway segments are as follows:
Road/Roadway Segment
Percentage of Existing
Traffic vs. Max. Allowable
Maguire Road:
Roberson to Tomyn:
Tomyn to Professional Parkway:
Professional Parkway to S.R. 50:
68 percent
64 percent
75 percent
State Road 50:
Maguire to Old Winter Garden:
90 percent
These segments will be monitored closely to ensure accuracy
with actual building activity since it is the reserved trips
that put these segments over 100 percent of capacity.
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 per.mits and the impact of
such improvements on the existing capacities or
deficiencies.
Clarke Road, north of A.D. Mims Road, is currently under
construction by the developer of Prairie Lakes PUD. The
section from A.D. Mims to the entrance to Prairie Lake
Subdivision is scheduled to be completed during FY 1994-95.
Hackney-Prairie Road is currently planned to be improved to
a 2-lane, paved roadway, from Apopka-Vineland Road to Clarke
Road during FY 1994-95. This is a joint project between the
developer of Burnden Park subdivision and the City of Ocoee.
.
Monitoring of traffic will occur following completion of
these improvements.
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II.
.
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 City's Capital
Improvements Plan that will have direct effects on the
overall transportation network by either adding new roads or
improving traffic flow on existing roadways. As stated in
the previous paragraph, construction will begin on Hackney-
Prairie Road this fiscal year with a portion of the project
funded by the City. The City's portion of the Clarke Road
extension which will connect Clarke Road with Clarcona-Ocoee
Road is also included in FY 1994-95. And the 1994-95 budget
includes improvements at the Kissimmee Avenue and Story Road
intersection. Also to be noted, construction funds have
been budgeted for FY 1995-96 for reconfiguring the
intersection of Marshall Farms Road and Maguire Road.
And lastly, money is included in each year of the CIP for
the Maguire Road widening project. The money will go either
toward engineering work or be used as part of a bonding
schedule.
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 along with the review of the City's two
Developments of Regional Impact yielded a complete analysis
of the transportation network.
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. The City is
continuing to work with DEP to further increase the
permitted disposal capacity through monitoring of
groundwater conditions at both disposal sites.
4
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 flows were taken from August
1993-July 1994 and then averaged for the 12-month period) is
.820 MGD (820,000 gallons per day).
There are 2,926 customers on the system accounting for
approximately 3,100 ERUs which amounts to an existing LOS of
265 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.
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 820,000 gallons per day, there is 680,000 gallons
per day of capacity in the system. (See Paragraph F 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 3,100 ERUs currently in use
and the 1,755 ERUs reserved for unbuilt development (as
permitted), there are 701 ERUs of capacity still available
(based on the effluent disposal capacity) .
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.
III.
.
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.
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.
There are no scheduled treatment capacity improvements to be
made to the wastewater treatment facilities by the City
which would have an effect on capacities or deficiencies of
the overall system; however, included in the FY 1994-95
budget are funds to reconfigure the ponds at the wastewater
treatment plant site which will increase the amount of
effluent the City is able to dispose of and allow the City
to increase the effluent disposal capacity permitted by DEP.
Also, large developments will be encouraged to install reuse
lines.
POTABLE WATER
A.
The design capacity of the potable water treatment
facilities.
There are four water plants interconnected in the City of
Ocoee permitted to pump a total of 2.88 MGD. (This is
permitted through the St. Johns River Water Management
District.) The 2.88 MGD equates to 9,600 ERUs using the
City's adopted LOS of 300 GPD/ERU.
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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 per day based on the 12-month
average from September 1993 through August 1994 is 3.07 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 2.61 MGD. There are currently 5,983 customers
representing approximately 8675 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.
c.
The existing potable water storage capabilities of the water
system.
The water storage capabilities are as follows:
Forest Oaks Plant:
Jamela Plant:
Kissimmee Ave. Plant:
South Water plant:
Total Storage:
400,000 gallons
1,000,000 gallons
250,000 gallons
600,000 qallons
2,250,000 gallons
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 8,675 ERUs that
represent the current customer usage is below the maximum
permitted 9,600 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.)
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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 2.88 MGD or 9,600 ERUs. With the 8,675 ERUs currently
in use and the 1,890 ERUs reserved for unbuilt development,
the system appears to be over capacity; however, of the
1,890 ERUs remaining to serve "reserved but unbuilt
development", only about 517 are expected to be connected to
the system by May 1995. (See Table 3.) And in May 1995, the
City is scheduled to have two new wells in service which
will increase the number of gallons the City is permitted to
pump. This increase in the consumptive use permit is
expected to meet the needs of the system for anticipated
growth in the City for the next several years.
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 will be adding two new wells to the system during
the 1994-95 fiscal year, one at the Forest Oaks Water Plant
site and one at the South Water Plant. These projects are
budgeted in the Capital Improvements Plan and are currently
in the design stage. The DEP and SJRWMD are aware of the
projects and once these wells are operating, the consumptive
use permit will be revised accordingly to increase the
amount of water the City is permitted to pump.
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IV.
.
.
A.
SOLID WASTE
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
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 Ocoeei
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, 1993 through June 30, 1994, a total of 5,293.53
tons of Class I residential garbage was transported by the
City of Ocoee to the Orange County landfill. That figure
averages out to 441.13 tons per month or 882,260 pounds per
month or 29,409 pounds per day. There are currently 5,274
residential garbage customers (households) in Ocoee. At
29,409 pounds per day that equates to 5.58 pounds per day
per customer or 1.86 pounds per day per person. This is
well below the 6 pounds per person per day adopted LOS.
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.
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~
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D.
A.
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.
Effective February 1, 1994, commercial recycling became
mandatory as well. All multi-family housing within Orange
County must begin recycling by January 1995. Multi-family
garbage collection is provided by the City's commercial
garbage collector (IWS). Recycling services for commercial
and multi-family developments may be done by IWS or any
independent recycling company so long as they are certified
as a recovered materials dealer.
STORMWATER DRAINAGE
The existing level of service measured by stor.m event as
deter.mined 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.
The City has set aside funds in the FY 95 budget for the
purchase of a piece of specialized equipment for ditch
cleaning. This equipment, called the Menzi-Muck, can travel
along the bottom of a ditch, through up to four feet of
standing water. This 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.
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VI.
.
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 review of the Part II application is
still underway. 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 stor.m 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.
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 17,489 permanent residents. With 140
acres of existing park land, that gives the City an existing
LOS of 8 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. The City exceeds this requirement with
many acres of capacity to support continued growth.
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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 acres needed to support those projects in Table 5
is 1.78 acres. The current population of 17,489 requires 70
acres. The existing 140 acres of park land leaves the City
with a capacity of 68 acres.
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 1994-95 fiscal yeari 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.
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
wide recreation system during this fiscal year.
be additional recreation facilities when the new
Center is opened in the summer of 1995.
the city-
There will
Youth
.
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Overall Summa
OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM
Traffic Volumes and Capacities by Road Segments
S.R. SO/Geneva St
Geneva SUWhite Rd
White Rd/McKev St
McKev StlS.R. 438
~ness Rd Kissimmee Ave/S.R. 438
~ ."",.......,.".,.""""""",..,."""""",..',..
Clarcona-Ocoee Rd S.R. 438IWurst Rd
(aka Lakewood Ave) Wurst Rd/Clarke Rd
Clarke Rd/Aoooka-Vineland Rd
S.R. 50IWhite Rd
White Rd/S.R. 438
S.R. 438/AD. Mims Rd
AD. Mims Rd/Clarcona-Ocoee Rd
..,.,...,.,.",.,.//.,
Ocoee Hills Rd/Russell Dr
Ocoee-Aoooka/Clarcona-Ocoee
AD. Mims Rd
.
Adair St
Apopka-Vineland Rd
Bluford Ave
Clarke Rd
"""""""",,"..
Flewellina St
Fullers Cross Rd
Wurst Rd/Clarke Rd
Clarke Rd/Aoooka-Vineland Rd
Wurst Rd/Clarcona-Ocoee Rd
S.R. 438/AD. Mims Rd
A.D. Mims Rd/Clarcona-Ocoee Rd
Clarcona-Ocoee Rd/McCormick Rd
,."""""""""".,
Geneva St Kissimmee Rd/Bluford Rd
Good Homes Rd S.R. 50IWhite Rd
II'" :E[ White Rd/S.R. i
Hacknev--Prairie Rd Clarke Rd/Aoooka-Vineland Rd
,."",. '.'..'.'.'.""""'.'.'.., v,...
Johio Shores Rd S.R. 438/AD. Mims Rd
..,."""""""". c...,.
MaCluire Rd/Bowness Rd
Kissimmee Ave
Maguire Rd
Marshall Farms Rd
McKell St
""",.,., ..""""""""'" . ",..,...
Ocoee-Apopka Rd
Oeaee Hills Rd
Old Winter Garden Rd
I.".'... .."""""""'."".
Professional Prkwv
""
Russell Dr
"",.,
S.R. 50
(West Colonial Dr)
.
S.R. 438
(Silver Star Rd)
Story Rd
White Rd
Willow Creek Rd
Wurst Rd
Gotha Rd/Roberson Rd
Roberson Rd/Tomvn Rd
Tomvn Rd/Professional Prkwv
Professional Prkwy/S.R. 50
S.R. 50/Storv Rd
S.R. 50/Maauire Rd
Kissimmee Ave/Bluford Ave
...
S.R. 438/Beltwav
Beltwav/McCormick Rd
S.R. 438/Flewellina St
S.R. SO/Blackwood Ave
Blackwood Ave/Hemnel Ave
Maauire Rd/Old Winter Garden Rd
"",...".
Flewellina SUWillow Creek Rd
..",.""".. ,.,.""""......
9th SUWofford Rd
Wofford Rd/MaCluire Rd
Maauire Rd/Old Winter Garden Rd
Old Winter Garden Rd/Clarke Rd
Clarke Rd/Good Homes Rd
E.Crown Point Rd/Bowness Rd
Bowness Rd/Bluford Ave
Bluford Ave/Clarke Rd
Clarke Rd/Good Homes Rd
9th SUWofford Rd
Wofford Rd/Kissimmee Ave
Bluford Ave/Clarke Rd
Clarke Rd/Good Homes Rd
Russell DrlWurst Rd
Clarcona-Ocoee Rd/A.D. Mims Rd
2 6,587
2 5 950
2 3831
2 12,983
2 9,236
2 :j~11 831
2 9,814
2 9,937
2 9,691
2 10971
2 9417
.......l,.
7,965 22
3,872 26
4,270 11
11,865 2,014
11,951 3,013
6,537 1,297
- 263
'.'..'.'.'.'.'."'.'~"'...
2,582 0
_10 0
7745 2101
14,347 1531
6,963 1431
..,.'."'1',',.,....
II
2
./,..
2
,...
2
II
2
..""""
2
.." ,..
4
4
4
4
4
4
4
2
2
2
~~ 2
2
2
2
2
TABLE 1
2
2
2
4
4
4
4
2
2
2
2
2
2
2
2
2
2
2
2
.,<.
... '......
675 ...
... .j
13 287
,."."",.,..
7,959
11,863
11,057
12,971
11 431
4280
11 000
..."", .,', """,..,.
8,184
11 082
4048
12,598
13 722
2
2
2
2
2
4150
..,.,.,.".,.,.,.
2.332
..",.,."......""",
34,000
38,215
39,000
30,500
27 500
13,000
9,000
11,254
13741
7,299
6886
3,981
5168
861
6237
62
727
o
383
822
25
157
451
199
382
690
6731:
1 048
758
8,149
7,432
7,119
1295
362
21
194
o
o
924
442
1 367
.",.,.,
o
"""""",.,.,.,.,..
221
1,678
5,076
5,935
840
o
650
2,006
2,072
41
94
1,125
243
o
24
... "~:~:;:~ ~:~:~:~:::::::::::::
:::::::;:;:
;:;:;:;:;:;:;:;:;:;:;
.......
6,649
6,677
3831
13,366
10,058
11 856
..""""""""""'.
9,971
10,388
9,890
11 353
10107
7,987
3,898
4281
13,879
14,964
7,834
263
2582
2910
7,955
14,500
7.106
01
134811
..'.11
14335
8,717
20,012
18,489
20,090
12726
4642
11 021
8,378
11 082
4048
13,522
14164
5517
2332
34,221
39,893
44,076
36,435
28,340
13,000
9,650
13,260
15813
7,340
6980
5,106
5411
861
6261
6,745 54%
1,000 94%
8 394 46%
.",.""", ...,.,."""...
12.400 0%
".";"",,,'. '.""".".'.
12000 10652 11%
......1 .."'"
15300 965 94%
'I ..,' '.','... ..,.,.,.,.
8,683 50%
(2,612 115%
(1,089 106%
(2,690 115%
2574 83%
6,358 42%
179 98%
....,.,."",'.' ................,
9,022 48%
6318 64%
4,552 47%
1,978 87%
1336 91%
...',',','.'.'.. ...""""'. ...'.,
5 083 52%
....."""",.,.. '..','..'., ,..,.,
6 268 27%
...
79%
92%
102%
84%
65%
78%
58%
80%
95%
50%
47%
".,.',
39%
41%
10%
52%
16,900
16 900
9000
15,100
15,100
15 100
12,800
12,800
12,800
12 800
15300
16,200
16,200
16.200
33,300
33,300
33,300
33 300
8600
11,500
14700
15,500
15500
o
12400
17 ,400
17,400
17,400
17 ,400
15 300
11 000
11 200
... """""..,..
17,400
17400
8600
15,500
15500
10600
8600
43,400
43,400
43,400
43,400
43,400
16,600
16,600
16,600
16 600
14,700
14700
13,200
13200
8600
12000
1 of 5
09/28/94
:j:j:~:~:~:~:
~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~
::::::::::::;:;:
..,::;:;:;:;:;:;:;:;:;:;:::;:;
.,..
10,251
10223
5.169
1,734
5,042
3244
39%
40%
43%
89%
67%
79%
2,829 78%
2,412 81%
2,910 77%
1 447 89%
5 193 66%
.""""".",.""". ..'.'.,.'.""..""",
8,213 49%
12,302 24%
11919 26%
19,421 42%
18,336 45%
25,466 24%
33 037............... 1 %
'" ..............
6018 30%
8 590 25%
9,179
3,507
(676
6,965
15,060
3,600
6,950
3,340
787
7,360
7720
"
8,094
7.789
7739
5739
.
.
OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM
Traffic Volumes and Capacities by Road Segments
20f5
...... ....... .....
AD. Mims Rd Wurst Rd/Clarke Rd 24 24
Clarke Rd/Aoooka-Vineland Rd 417 417
Adair St Wurst Rd/Clarcona-Ocoee Rd 0
Apopka-Vineland Rd S.R. 438/AD. Mims Rd 210 210
A.D. Mims Rd/Clarcona-Ocoee Rd 627 627
Clarcona-Ocoee Rd/McCormick Rd 0
..... .............. .......................
Bluford Ave S.R. 50/Geneva St 5 40 45
Geneva SUWhite Rd 122 122
White Rd/McKey St 0
McKev StlS.R. 438 307 307
Bowness Rd Kissimmee Ave/S.R. 438 ~ 415
........................................... .............. ......................
Clarcona-Ocoee Rd S.R. 438/Wurst Rd 22 22
(aka Lakewood Ave) Wurst Rd/Clarke Rd 0
Clarke Rd/Apopka-Vineland Rd 0
Clarke Rd S.R. 50/White Rd 1,038 62 1,100
White Rd/S.R. 438 1,693 87 1,780
S.R. 438/A.D. Mims Rd 441 441
I.........~ z: Mims Rd/Clarcona-Ocoee Rd 0
........ ../.. } ... ................ I
Flewellina St Ocoee Hills Rd/Russell Dr 0
I Fullers Cross RZz Ocoee-Apopka/Clarcona-Ocoee ...........~ E 0
..........................}. .. ..., .//.. ............
Geneva St Kissimmee Rd/Bluford Rd 28 81 109
Good Homes Rd S.R. 50/White Rd 63 63
White Rd/S.R. 438 0
.......... } ............................. .} .........
Hacknev-Prairie Rd Clarke Rd/Aoooka-Vineland Rd 0
} ....................} .......................
Johio Shores Rd S.R. 438/AD. Mims Rd 0
...................... ...................... .......................... ..}< ... ............. ................
Kissimmee Ave Maauire Rd/B~Rd 35 ~ 550 585
. }
Maguire Rd Gotha Rd/Roberson Rd 15 627 642
Roberson RdlTomyn Rd 24 7,318 7,342
Tomyn Rd/Professional Prkwv 275 11 6,356 6,642
Professional Prkwy/S.R. 50 256 14 5,926 6,196
S.R. 50/Storv Rd 70 673 743
Marshall Farms Rd S.R. 50/MaQuire Rd 32 32
McKey St Kissimmee Ave/Bluford Ave 0
......................... .} ................... ./.. <<... ...... ......... .......................
Ocoee-Apopka Rd S.R. 438/Beltway 194 194
Beltway/McCormick Rd 0
Ocoee Hills Rd S.R. 438/Flewellina St 0
Old Winter Garden Rd S'R. 50/Blackwood Ave 9 430 439
Blackwood Ave/Hemoel Ave 349 349
Professional Prkwv Maauire Rd/Old Winter Garden Rd 19 3 430 452
Russell Dr FlewellinQ SUWillow Creek Rd 0
.....} ...................... ............. }. ...................... .................... ~.~.......... ........ ............. ...................
S.R.50 9th SUWofford Rd 18 18
(West Colonial Dr) Wofford Rd/Maauire Rd 136 1,014 1,150
Maguire Rd/Old Winter Garden Rd 35 4,239 4,274
Old Winter Garden Rd/Clarke Rd 27 307 4,279 4,613
Clarke Rd/Good Homes Rd 560 560
S.R. 438 E.Crown Point Rd/Bowness Rd 0
(Silver Star Rd) Bowness Rd/Bluford Ave 609 609
Bluford Ave/Clarke Rd 1,686 1,686
Clarke Rd/Good Homes Rd 899 899
Story Rd 9th SUWofford Rd 0
Wofford Rd/Kissimmee Ave 7 42 49
........................
White Rd Bluford Ave/Clarke Rd 256 256
Clarke Rd/Good Homes Rd 63 22 85
Willow Creek Rd Russell Dr/Wurst Rd 0
Wurst Rd Clarcona-Ocoee Rd/A.D. Mims Rd 24 24
.
.
OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM
Traffic Volumes and Capacities by Road Segments
3 of 5
Traffic Volume Assianments (Sheet 2) 09/28/94
~~~~~~~~~~~~~~~~~~~~~~~:~~~~~~~~IIi~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~::::::::::::::::::::::::::::::~::::tt:::::::~~~~:~:~:~~tttt:~j~~\~::::::::::::::::::::::::::::::::::::::: ... !';,'!" 1m~mmm~m
;:;:;:;:;:;:;:;:;:::::;:::::::;:::;:;:;:;:;:;:;:;:;:;:i:;:;:::::':':"':':':':':':':'
::::::::::::::::: :::::::::: ........ .,.;:;:;:;:; ......:;:;:;:;:; ::::::::
.... ....
AD. Mims Rd Wurst Rd/Clarke Rd 6 4 10
Clarke Rd/Aoooka-Vineland Rd 6 3 20 29
Adair St Wurst Rd/Clarcona-Ocoee Rd 0
Apopka-Vineland Rd S.R. 438/AD. Mims Rd 69 69
A.D. Mims Rd/Clarcona-Ocoee Rd 63 63
Clarcona-Ocoee Rd/McCormick Rd 25 25
,... ~- ......................... .....
Bluford Ave S.R. 50/Geneva St 10 10
Geneva StlWhite Rd 63 172 235
White Rd/McKev St 47 99 146
McKev StlS.R. 438 0
Bowness Rd ::E ~simmee Ave/S.R. 438 217 217
./.,.,." ...:.... .....:.."... ............. ,.'..,...."..,.".,.
Clarcona-Ocoee Rd S.R. 438/Wurst Rd 0
(aka Lakewood Ave) Wurst Rd/Clarke Rd 26 26
Clarke Rd/Aoooka-Vineland Rd 11 11
Clarke Rd S.R. 50/White Rd 200 200 121 521
White Rd/S.R. 438 284 242 139 665
S.R. 438/A.D. Mims Rd 131 21 133 285
A.D. Mims Rd/Clarcona-Ocoee Rd 179 :::: 14 23 216
..,.,.,.,.,.,... / ,.""""., ..:
Flewellina St Ocoee Hills Rd/Russell Dr 0
Fullers Cross Rd ocoee-A=Clarcona-ocoee .._zr:::;:. 0
....: ..... ..:
Geneva St Kissimmee Rd/Bluford Rd 53 53
Good Homes Rd S.R. 50/White Rd 0
White Rd/S.R. 438 0
..: ....,.,.,.,.,.,.,........... ......... L ,/.. ...
Hacknev-Prairie Rd Clarke Rd/Apopka-Vineland Rd 0
.....1 ...: ....""".,.,....... ~ ~........ .... .,.""", ...'.'.....,..,
Johio Shores Rd S.R. 438/AD. Mims Rd :::::::: 19 6 25
---::7 ...' "..,. 77 ,/............ .. ..,.".,.,.,...,...... /
K~eAve Maauire Rd/Bowness Rd 248 248
""".""""..., ...,......: ...,...,..,. . ....,....
Maguire Rd Gotha Rd/Roberson Rd 0
Roberson Rd/Tomvn Rd 50 50
Tomyn Rd/Professional Prkwv 50 50
Professional Prkwy/S.R. 50 60 60
S.R. 50/Storv Rd 330 330
Marshall Farms Rd S.R. 50/Maauire Rd 330 330
McKev St Kissimmee Ave/Bluford Ave 0
............. I .,.,.,.,.,.,.,...,.... ......,.,.,.,.,. ,..,.
Ocoee-Apopka Rd S.R. 438/Beltwav 0
Beltwav/McCormick Rd 0
Ocoee Hills Rd S.R. 438/Flewellina St 0
Old Winter Garden Rd S.R. 50/Blackwood Ave 29 29
Blackwood Ave/Hemoel Ave 0
..........
Professional Prkwv Maauire Rd/Old Winter Garden Rd 10 10
I. .".'.'.'.'.'
Russell Dr Flewellina StlWillow Creek Rd 0
....,'.'.'",. """"".. ".,."""".,.,..... .,.""",...... ,'..: ... ..: ... .. ..:..
S.R. 50 9th StlWofford 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 158 158
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 60 123 183
Clarke Rd/Good Homes Rd 193 117 310
Story Rd 9th StlWofford Rd 35 35
Wofford Rd/Kissimmee Ave 29 29
......,.,.,.,.,.,.,.,. CC:-,., 177.. ..: ...'.'..,.... ............. """"",.,.,.,. ..
White Rd Bluford Ave/Clarke Rd 16 831 11 858
Clarke Rd/Good Homes Rd 76 31 18 125
Willow Creek Rd Russell Dr/Wurst Rd 0
Wurst Rd Clarcona-Ocoee Rd/A.D. Mims Rd 0
.
.
OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM
Traffic Volumes and Capacities by Road Segments
4of5
..',.
A.D. Mims Rd Wurst Rd/Clarke Rd 14 1 15
Clarke Rd/Apopka-Vineland Rd 27 32 59
Adair St Wurst Rd/Clarcona-Ocoee Rd 0
Apopka-Vineland Rd S.R. 438/A.D. Mims Rd 59 4 63
A.D. Mims Rd/Clarcona-Ocoee Rd 59 59
Clarcona-Ocoee Rd/McCormick Rd 0
.'.'.'........ / , ...... .., .,...
Bluford Ave S.R. 50/Geneva St 46 46
Geneva St/White Rd 18 18
White Rd/McKev St 0
McKev St/S.R. 438 0
Bowness Rd Kissimmee Ave/S.R. 438 0
// ..........."" ,..,.,."..,..,. .<
Clarcona-Ocoee Rd S.R. 438/Wurst Rd 0
(aka Lakewood Ave) Wurst Rd/Clarke Rd 0
Clarke Rd/Aoooka-Vineland Rd 0
Clarke Rd S.R. 50/White Rd 151 151
White Rd/S.R. 438 174 91 80 345
S.R. 438/A.D. Mims Rd 385 99 484
A.D. Mims Rd/Clarcona-Ocoee Rd :::::::: 44 3 47
..,.,.,.",.".,."",.. ...... .....,.,.....
Flewellina St Ocoee Hills Rd/Russell Dr 0
Fullers Cross Rd Ocoee-Aoopka/Clarcona-Ocoee ,..,.,.,.~
.../ ......,'........... ..... .."... ..
Geneva St Kissimmee Rd/Bluford Rd 28
Good Homes Rd S.R. 50/White Rd 58 58
White Rd/S.R. 438 74 8 82
li....'..'./'.'..,'.'. i'... , ,.. """. ~
Hacknev-Prairie Rd Clarke Rd/Aoooka-Vineland Rd 0
..
Johio Shores Rd S.R. 438/A.D. Mims Rd 56 56
.. ....'. .,....'.'.'.'.'.'....,.. ...,. ...,.,....,...,... / .,.,..""., ,......
Kissimmee Ave Maauire R~~ness Rd 82 82
--------- '.'.'.'.' ------- .< ................... ./
Maguire Rd Gotha Rd/Roberson Rd 0
Roberson Rd/Tomvn Rd 38 38
Tomyn Rd/Professional Prkwv 38 38
Professional Prkwy/S.R. 50 19 19
S.R. 50/Storv Rd 60 60
Marshall Farms Rd S.R. 50/Maauire Rd 0
McKev St Kissimmee Ave/Bluford Ave 0
'.'.'.' I, ..."... ." ..........'.'.'.. ............
Ocoee-Apopka Rd S.R. 438/Beltwav 0
Beltwav/McCormick Rd 0
Ocoee Hills Rd S.R. 438/Flewellina St 0
Old Winter Garden Rd S.R. 50/Blackwood Ave 132 132
Blackwood Ave/Hemoel Ave 23 23
..,.....'.............,.. .. ....... ......,'. , ........... --c
Professional Prkwv Manuire Rd/Old Winter Garden Rd 19 ][ 19
.....'.,., .'.-.".. ...,....,.,.,.,.,',......< ,...,,',', '...',',',',',',',' ,.".,.,.,.,., ...........'...
Russell Dr Flewellina St/Willow Creek Rd 0
..,................. ., .,.,."",.,.,." .. .< i....'...,.... ... ,
S.R.50 9th St/Wofford Rd 0
(West Colonial Dr) Wofford Rd/Maguire Rd 68 68
MaQuire Rd/Old Winter Garden Rd 147 147
Old Winter Garden Rd/Clarke Rd 270 270
Clarke Rd/Good Homes Rd 93 93
S.R. 438 E.Crown Point Rd/Bowness Rd 0
(Silver Star Rd) Bowness Rd/Bluford Ave
Bluford Ave/Clarke Rd 39 39 25 103
Clarke Rd/Good Homes Rd 87 130 50 267
Story Rd 9th St/Wofford Rd 0
Wofford Rd/Kissimmee Ave 6 6
"",... .... I"'.'..... /
White Rd Bluford Ave/Clarke Rd 0
Clarke Rd/Good Homes Rd 4 4
Willow Creek Rd Russell Dr/Wurst Rd 0
Wurst Rd Clarcona-Ocoee Rd/A.D. Mims Rd 0
OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM
Traffic Volumes and Capacities by Road Segments
5of5
Traffic Volume Assianments (Sheet 4) 09/28/94
~~-
. ... .................. ........... ..< ................... I . ...........
A.D. Mims Rd Wurst Rd/Clarke Rd 13 13
Clarke Rd/Apopka-Vineland Rd 74 148 222
. Adair St Wurst Rd/Clarcona-Ocoee Rd 0
ka-Vineland Rd S.R. 438/A.D. Mims Rd 41 41
A.D. Mims Rd/Clarcona-Ocoee Rd 73 73
Clarcona-Ocoee Rd/McCormick Rd 0
.......... ........ ..... ............... ............ I ...... ..<
Bluford Ave S.R. 50/Geneva St 4 52 56
Geneva StlWhite Rd 12 64 76
White Rd/McKev St 53 53
McKev StlS.R. 438 75 75
Bowness Rd Kissimmee Ave/S.R. 438 58 58
........... ..... ... .......... .............. } .. ... .... .............
Clarcona-Ocoee Rd S.R. 438/Wurst Rd 0
(aka Lakewood Ave) Wurst Rd/Clarke Rd 0
Clarke Rd/Aoooka-Vineland Rd 0
Clarke Rd S.R. 50/White Rd 242 242
White Rd/S.R. 438 223 223
S.R. 438/A.D. Mims Rd 87 87
A.D. Mims Rd/Clarcona-Ocoee Rd 0
.... ........... .... .................... ................... ............
Flewellina St Ocoee Hills Rd/Russell Dr 0
Fullers Cross Rd Ocoee-Apopka/Clarcona-Ocoee 0
}............ ............... ....... ......... ....... ....... ............. ...... .......... .... .................
Geneva St Kissimmee Rd/Bluford Rd 8 12 20
Good Homes Rd S.R. 50/White Rd 32 32
White Rd/S.R. 438 61 61
................... ... .......... ................. ....................... .. ... .< .. I .. ............. ......... }.. ................ ...................
Hacknev-Prairie Rd Clarke Rd/Aoooka-Vineland Rd 0
.... ........... ............... . ... ... .. ....... .................
Johio Shores Rd S.R. 438/A.D. Mims Rd 592 592
................ ............... .} }.. ................ ................ ........ .......... .. ... .......
Kissimmee Ave Maauire Rd/Bowness Rd 54 79 133
.... .................... ........... ...... ........... .. .<... ..... ... ...
Maguire Rd Gotha Rd/Roberson Rd 41 75 116
Roberson Rd/Tomyn Rd 644 75 719
Tomyn Rd/Professional Prkwv 627 75 702
Professional Prkwy/S.R. 50 585 259 844
S.R. SO/StOry Rd 66 96 162
Marshall Farms Rd S.R. 50/Maauire Rd 0
McKey St Kissimmee Ave/Bluford Ave 21 21
. ........ ....... ............... <
Ocoee-Apopka Rd S.R. 438/Beltwav 0
Beltwav/McCormick Rd 0
Ocoee Hills Rd S.R. 438/Flewellina St 0
Old Winter Garden Rd S.R. SO/Blackwood Ave 42 282 324
Blackwood Ave/Hemoel Ave 34 36 70
..... ................. ................................... ................. .......... ... ...... ..........
Professional Prkwv Maauire Rd/Old Winter Garden Rd 42 844 886
. ...... .... .... ... ........ .......... .......... .................. ....... ..............
Russell Dr Flewellina StlWillow Creek Rd 0
.................. .. ................... ....... I --=- --=-
S.R. 50 9th StlWofford Rd 113 113
(West Colonial Dr) Wofford Rd/Maauire Rd 100 113 213
Maauire Rd/Old Winter Garden Rd 418 50 468
Old Winter Garden Rd/Clarke Rd 422 472 894
Clarke Rd/Good Homes Rd 187 187
S.R.438 E.Crown Point Rd/Bowness Rd 0
elver Star Rd) Bowness Rd/Bluford Ave 41 41
Bluford Ave/Clarke Rd 34 34
Clarke Rd/Good Homes Rd 152 444 596
Story Rd 9th StlWofford Rd 6 6
Wofford Rd/Kissimmee Ave 4 6 10
...... ..................................... ... ......... ..... ....... ................ ................. ~ --c
White Rd Bluford Ave/Clarke Rd 11 11
Clarke Rd/Good Homes Rd 29 29
Willow Creek Rd Russell Dr/Wurst Rd 0
Wurst Rd Clarcona-Ocoee Rd/A.D. Mims Rd 0
TABLE 2
SEWER CAPACITY RESERVATIONS
.... ...... IVJ!iLl~> t)EVE~QPERlC)WNER. l?~R.MI'l''1'ED CAPACITY ./
..... ............ / ..>. -------- >/ --- REMAINING
Albertson's Center Zorn, Inc. 6,107
Amber Ridge G. Russell 9,900
Cross Creek Horton; Pizzuti; Ryland 46,800
Griffin Center Triple H Properties 800
Lake Olympia Square Lk.Oly.Sq. Partnership 4,500
Oaks at Starke Lake Starke Lake Jt. Venture 37,450
Ocoee Commerce Center Goodman 7,788
Plant. Grove Commercial Opus South, Inc. 10,931
Prairie Lakes Silvestri 33,600
Shoal Creek White Rd. Joint Venture 26,100
Silver Bend G&F LandlBuilders 22,800
Silver Glen US Homes 27,900
Spring Lake Feinstein 91,259
Waterside Sumac Partners 32,900
Wesmere Ocoee Partners Ltd. 24,600
West End Prof. Park Heller Bros. Groves 43,296
Weston Park Unibilt 14,310
Whitehill Whitehill Gr Ltd;Calton 32,700
TOTAL RESERVED SEWER CAPACITY REMAINING 473,741 GPD
UNDER DEP PERMITS: or 1,755 ERUs
.
TABLE 3
WATER CAPACITY RESERVATIONS
l?~:RSt'l''l'Ji1J) ~~PROX'9A.BB()~S
CAPACIT~..............TO .BEADPl!:DBY ...
REMA:t~I:NG MAYl995
(SPDY1$PP)
6,300
6,300
Amber Ridge
G. Russell
11,550
54,600
11,500
Cross Creek
Hortoni Pizzuti iRyland
Triple H Properties
Lk.Oly. Sq. Partnership
11,200
Griffin Center
1,167
1,167
Lakendon, Inc.
6,650
22,166
6,650
Lake Olympia Square
Lakendon
o
Oaks at Starke Lake
Starke Lk Jt. Venture 38,000
7,000
Ocoee Commerce Ctr.
Goodman 9,429
o
5,000
7,000
11,200
11,200
11,200
Silver Glen
Opus South, Inc. 11,000
Silvestri 39,200
White Rd Joint Venture 30,450
G&F Land 31,900
US Homes 39,450
Plant. Grove Comm.
Prairie Lakes
Shoal Creek
Silver Bend
Spring Lake
Temple Grove
Waterside
BML/PRN/JDF 120,000
WM Sanderlin 26,857
9,800
11,200
Sumac Partners 35,500
11,200
16,800
Wesmere
Ocoee Partners Ltd. 28,700
Unibilt 18,550
Whitehill Group Ltd. 35,400
11,200
Weston Park
Whitehill
5,600
TOTAL RESERVED WATER CAPACITY REMAINING
UNDER DEP PERMITS:
TOTAL RESERVED WATER CAPACITY TO BE USED IN
NEXT 8 MONTHS:
566,869
1890 ERUs
155,217 GPD
or 517 ERUs
.
TABLE 4
INVENTORY OF PARK LANDS
SIZE.. OF PARK IN ACRES
Peach Lake Park
On Russell Drive; currently has playground and
picnic areas.
3 +/- acres
Parks ide Park
Off of Dovetail Drive; currently has two
practice fields, playground equipment, picnic
pavilion, basketball pad, and tennis court.
Tiger Minor Park
Off of Geneva Street; currently has two tennis
courts, basketball court, playground equipment,
exercise course, and picnic tables.
Silver Glen Park
In Silver Glen subdivision on Spring Lake;
currently has four grills, picnic tables, and a
linear nature trail.
4 +/- acres
5 +/- acres
5 +/- acres
Central Park Complex
Flewelling Drive; currently has one football
field with concession stand, two little league
baseball fields, two tennis courts, basketball
court, playground equipment, picnic tables, and
activity building with bathrooms, kitchen, etc.
John Vignetti Park
Off Adair Street; currently has two tennis
courts, three wall handball/racquetball courts,
basketball court, two softball fields, BMX
course, playground equipment, picnic tables, and
two practice fields.
Municipal Park Complex
Lakeshore Drive area on Starke Lake; currently
has community buildings, two boat ramps and
docks, picnic tables, and walking trails.
Forest Lake Golf Club
Clarcona-Ocoee Road; 18-hole golf course with
natural preservation areas, clubhouse, and
driving range.
23 +/- acres
22 +/- acres
10 +/- acres
60 +/- acres *
* Presumes 25% of total
240 acre site benefits
Ocoee residents based
on usage of course.
.
Senior League Baseball Field
Adair Street; currently has one practice field
and one baseball field with concession stand.
8 +/-
acres
TOTAL ACRES OF PARK LAND:
140 TOTAL ACRES
.
.
TABLE 5
RECREATION (PARK LAND) REQUIRED FOR CURRENT PROJECTS
I"'" SUsnlvIstoN".i(===== PROJECTED li< N1JlvD:U!::ROF
, ...."".,."""",,( ,."""""",."". POPULATION .... "ACR.J!:pRElQIIIREI>
DEVELOPMENTS WITH FINAL
CERTIFICATES OF CONCURRENCY:
Prairie Lakes Subdivision, 336 .34 Acres
Phase 1 (112 Lots)
Shoal Creek (87 Lots) 261 .26 Acres
Weston Park (72 Lots) 216 .22 Acres
Total: 813 .82 Acres
VESTED DEVELOPMENTS
Cross Creek, Phase 1 96 .10 Acres
( 32 of 158 Lots)
Oaks at Starke Lake 81 .08 Acres
(27 of 107 Lots)
Silver Bend, Phase 2 162 .16 Acres
(54 of 91 Lots)
Silver Glen, Ph. 2, Vill. 1 105 .11 Acres
( 35 of 61 Lots)
Spring Lake, Phase 1 120 .12 Acres
(40 of 80 Lots)
Temple Grove, Phase 2 99 .10 Acres
(33 of 59 Lots)
Waterside, Phase 2A 60 .06 Acres
(20 of 34 Lots)
Wesmere, Villages 10 and 11 225 .23 Acres
(75 Lots)
Total for Vested Projects . 948 .96 Acres
.
TOTAL FOR ALL PROJECTS: 1761 1.78 Acres
.
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