HomeMy WebLinkAboutItem VI(B) Resolution No 94-25, adopting Infrastructure Deficiency Report "CENTER OF GOOD LIVING-PRIDE OF WEST ORANGE" AGENDA 10-4-94
Ocoee Item VI B
S6:3-
° CITY OF COMMISSIONERS
.. ` OCOEE RUSTY JOHNSON
a 150 N.LAKESHORE DRIVE PAUL W.FOSTER
d OCOEE FLORIDA 34761-2258 VERN COMBS
( 656-2322 JIM GLEASON
rE4
•J
Op GOGOP QTYMANAGER
ELLIS SHAPIRO
STAFF REPORT
TO: THE HONORABLE MAYOR AND BOARD OF CITY COMMISSIONERS
FROM: JANET G. RESNIK, CAPITAL PROJECTS/CONCURRENCY ANALYSTX
DATE: SEPTEMBER 27, 1994 ( `
SUBJECT: CONCURRENCY MANAGEMENT SYSTEM - ANNUAL REPORT
ISSUE
Should the Honorable Mayor and Board of City Commissioners
approve Resolution 94-25 , which formally adopts the annual
concurrency report and Infrastructure Deficiencies Map?
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 as Exhibit A of Resolution 94-25 is the annual
concurrency assessment . Article IX of the Land Development Code
requires that the City look at several different areas in
determining the status of infrastructure and services in the
City.
Traffic :
The City meets the Level of Service (LOS) D on all roads
monitored in the City of Ocoee for current traffic conditions;
however, the concurrency management system must also measure the
impacts of those developments which have been issued Final
Certificates of Concurrency and those vested developments which
have held a pre-construction conference and are able to pull
building permits . There are four roadway segments over 100
percent of LOS D capacity when these reserved trips are added to
existing traffic counts : (1) Maguire Road from Roberson Road to
Tomyn Road, (2) Maguire Road from Professional Parkway to State
Road 50, (3) Maguire Road from Tomyn Road to Professional
Parkway, and (4) State Road 50 from Maguire Road to Old Winter
Garden Road.
ov-
Because there is a margin of error in estimating the traffic
counts of proposed development and anticipating timeframes of
project build-outs, it is acceptable to allow 15 percent over the
maximum LOS D capacity for concurrency purposes . Any segment
that shows a figure greater than 115 percent of the maximum LOS D
capacity must be planned for improvement as outlined in
Rule 9J-5 .
The two segments right at 115 percent, Maguire Road from Roberson
to Tomyn and again from Professional Parkway to State Road 50,
are at that point because of the number of trips reserved for
Cross Creek, Plantation Grove PUD' s shopping center, the proposed
RaceTrac gasoline station at Marshall Farms and State Road 50,
the new State Farm building, two upcoming villages in Wesmere,
and the first six lots of the West End Professional Park. To
give you an idea of what has been reserved for these six
projects, the combined trips represent more than half the traffic
that exists on the road today.
Because Maguire Road has reached the maximum capacity, the City
must decide whether to put the road on a faster schedule fiscally
that meets the requirements to allow growth to continue, or put
the road on the Infrastructure Deficiencies Map by denying any
future projects that impact Maguire Road. The state has relaxed
the requirements for concurrency somewhat in that cities may
continue to approve projects on a road that has surpassed the
maximum LOS as long as the improvement is scheduled to be in
place or under actual construction not more than three years
after issuance of a certificate of occupancy for such a project .
If a different schedule were determined to be fiscally feasible,
the Capital Improvements Element of the Comprehensive Plan must
correspondingly be updated to include the estimated date of
commencement of actual construction and the estimated date of
project completion.
Sanitary Sewer:
There are no deficiencies in this area, even when the flows for
permitted but unbuilt development are added to existing flows in
the current system. There are two factors involved in measuring
the capacity of the wastewater system: (1) treatment, and (2)
effluent disposal . With the expansion of the plant to the
3-million gallon treatment capacity, the City has more than half
that capacity available for future growth. The limiting factor
is the effluent disposal capacity. The City is currently allowed
to treat 1 . 5 million gallons per day because of the limitations
on disposing of the effluent; however, during the 1994-95 fiscal
year, the ponds at the plant site will be reconfigured to
increase the amount of effluent disposal capacity. This will
increase the amount of capacity under the City' s permit issued
by the Department of Environmental Protection (DEP) . The City is
also devising a master plan for implementing a reuse system
throughout the City in order to maximize the plant' s treatment
capacity for future growth in the years to come.
Potable Water:
Currently, existing customers in the system are using most of
what the City is permitted to pump from its four water plants .
The 1994-95 budget includes money for two new wells, one at the
Forest Oaks Water Plant and one at the South Water Plant, which
will greatly increase the amount of water the City is permitted
to pump through the St . Johns River Water Management District
(SJRWMD) . Design of the wells is currently underway and the
projects are expected to be bid next month. Both wells are
scheduled to be in operation by May 1995 . DEP and the SJRWMD are
both aware of the projects and City staff is working with the
SJRWMD on revising the permit accordingly.
It should be noted that projects that have permits to connect to
the water system that have either not completed development or
have not yet begun actual construction would put the system over
capacity if all of the permitted capacity was in the system
today; however, there is more than adequate room with the current
water system to service the number of customers that these
projects will actually add to the system over the next several
months . This is noted to emphasize the importance of the two new
wells being added to the system this year.
Solid Waste :
The City falls well below the six (6) pounds per capita per day
LOS. Strong participation in the residential recycling program
accounts for the low production of solid waste . Although there
is no LOS for commercial solid waste customers, the City does
require a letter from IWS, the City' s commercial solid waste
collection company, stating that they are aware of each new
development and that they have the capacity to serve the
projects . It should also be noted that recycling became
mandatory for commercial establishments this year and multi-
family complexes must have a recycling plan in place by January
1995 . Because of these new developments, beginning this year the
City of Ocoee' s concurrency management system will require
recycling plans (name of company handling the recycling and the
system to be implemented) from all new commercial and multi-
family developments .
Stormwater Drainage :
As part of the overall development review process, all new
development must meet all City and state requirements for
stormwater drainage . The existing drainage conditions are being
analyzed on a basin-by-basin schedule as are the maintenance
demands .
Recreation:
The City far exceeds what is required under the new park land
requirement of 4 acres for every 1, 000 residents . Even though
the existing facilities meet the LOS, the Capital Improvements
Plan includes provisions for both land and recreational
facilities to keep the park system ahead of the growth rate .
RECOMMENDATION
Each of the above described areas is monitored continuously to
ensure an adequate level of service and the data are updated as
projects complete the development review process or construction
begins on vested developments .
Staff respectfully recommends that the Honorable Mayor and Board
of City Commissioners adopt Resolution 94- 25 which includes the
Infrastructure Deficiencies Map which shows no deficiencies in
the City.
cc : Ellis Shapiro, City Manager
Montye Beamer, Director of Administrative Services
Russ Wagner, Director of Planning
RESOLUTION NO. 94- 25
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" .
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 9-5.0 of Article IX of Chapter
180 of the Code of Ordinances of the City of Ocoee, Florida, the
Ocoee City Commission hereby adopts the Infrastructure Deficiencies
Map attached hereto as Exhibit "B" . 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:
ATTEST: CITY OF OCOEE, FLORIDA
Jean Grafton, City Clerk S. Scott Vandergrift, Mayor
(SEAL)
FOR USE AND RELIANCE ONLY BY
THE CITY OF OCOEE, FLORIDA.
APPROVED AS TO FORM AND LEGALITY
this day of , 1994 .
FOLEY & LARDNER APPROVED BY THE OCOEE CITY
COMMISSION AT A MEETING
HELD ON , 1994
By: UNDER AGENDA ITEM NO.
City Attorney
C:IWPSI\DOCS\OCOEIPERDDH09.26A 19!26/901 DEBBIEH I PER:dh
2
EXHIBIT "A"
CONCURRENCY ASSESSMENT OF INFRASTRUCTURE AND SERVICES
The following inventories, in conjunction with the Infrastructure
Deficiencies Map, shall be maintained by the Development
Administrator to be used for the concurrency assessment of new
development :
I. TRAFFIC CIRCULATION
A. Design capacity of the roadway network.
The attached Table 1 outlines the volumes and
capacities of all of the roadway segments monitored by
the City of Ocoee . The total capacity (vehicles per
day) shown for all roadway segments is for a Level of
Service (LOS) D. 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
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: 68 percent
Tomyn to Professional Parkway: 64 percent
Professional Parkway to S .R. 50 : 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 permits 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 .
3
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.
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 . 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) .
5
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 .
III. 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.
6
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 : 400, 000 gallons
Jamela Plant : 1, 000 , 000 gallons
Kissimmee Ave . Plant : 250, 000 gallons
South Water Plant : 600 , 000 gallons
Total Storage : 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. )
7
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.
8
IV. SOLID WASTE
A. The percentage of the total amount of solid waste
disposal capacity allocated to the City of Ocoee by Orange
County or other applicable solid waste disposal facilities.
The City of Ocoee currently provides residential solid waste
collection services . Commercial garbage is franchised to a
private contractor. The City of Ocoee does not have a
contract with Orange County for a certain allotment of solid
waste disposal capacity. Orange County has not notified the
City of any limitations or of any maximum allowable waste
that will be accepted from the City. To this end, the City
will permit additional customers until notified otherwise by
the County. Orange County' s landfill permit is valid
through December 4, 1997 .
B. The existing level of service measured by the solid
waste per pound per capita per weekly collection.
Orange County currently places no overall limitations on the
amount of solid waste generated by the City of Ocoee;
however, the City does limit the amount of solid waste it
collects from its residential customers and anything over
that limit is only collected after the customer pays an
additional fee . The current LOS for residential customers
is 6 . 0 pounds per capita per day. Service is provided as
required by state statute for the separation of Class I
garbage from recyclables and yard waste .
From July 1, 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.
9
D. The existing recycling criteria as established by the
Florida Department of Environmental Protection and Orange
County.
The City of Ocoee began its residential recycling program in
July 1990 in accordance with state and local regulations .
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.
V. STORMWATER DRAINAGE
A. The existing level of service measured by storm event as
determined by the City of Ocoee and its consulting
engineers.
The City has issued four work orders for engineering study
of four of the sixteen drainage basins . All of these
studies are currently underway. These studies will result
in recommended improvements to be made within the individual
basins, will provide estimated capital costs for the
improvements, and will recommend general future development
guidelines to be applied within each basin.
After the engineering studies are completed, the City will
begin work on project design for improvements recommended by
each study. These projects will include new construction,
maintenance of existing facilities, and improvement of
existing inadequate facilities . These projects will be
prioritized for construction as funds become available.
The City will begin a program of identification of drainage
easement and right-of-way requirements, including surveys
and appraisals . Once this information is collected, the
City can begin to acquire these easements and rights-of-way
in order to make ditch maintenance a more routine process .
This maintenance will allow the conveyance facilities to
function at their design capacity.
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.
10
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 storm drainage.
The LOS for stormwater/drainage is the ability to contain a
25 year/24 hour storm event, consistent with Chapter 17-25
of the Florida Administrative Code. Development must meet
all requirements for stormwater/drainage as outlined in the
City of Ocoee' s Land Development Code or other such
stormwater drainage approvals as may be required by the Land
Development Code or state agencies .
VI. RECREATION
A. The existing acreage of park land.
There are 140 acres of park land in the City of Ocoee . The
list of parks with the corresponding acres is attached as
Table 4 .
B. The existing level of service measured by the number of
acres of park land available per 1, 000 residents of the City
of Ocoee based on an inventory of park lands in the City and
the population of the City.
According to the Bureau of Economic and Business Research
(BEER) 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.
11
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 year; however,
residential subdivisions are still required by the Land
Development Code to provide park land and facilities to
serve the residents of their subdivision. This park land is
not added to the city-wide system since it is private
property owned and maintained by the individual homeowners'
associations, however, it does reduce the demand on certain
public facilities .
G. The improvements or additions of land to be made to the
recreation system in the current fiscal year by the City of
Ocoee and the impact of such improvements on the existing
capacities or deficiencies .
There are no park lands scheduled to be added to the city-
wide recreation system during this fiscal year. There will
be additional recreation facilities when the new Youth
Center is opened in the summer of 1995 .
12
TABLE 1
OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM 1 of 5
Traffic Volumes and Capacities by Road Segments
Overall Summary 09/28/94
'v:{:}:.:•::.v.,,,i.}%•?.'h:4`•:'::.4�:,.,..,4Li:.i{:}.:,:i. 4:::n,w::::.......... ,.. .. ...,....,..,., ,:,... ............. .-••
:� .. .::::: ::::v:v::
•,:•:4::.:. ...... .., :•}:•:,:k.K.}:<•?w:i?:;::::::<:}}}?:.:::.:•{:ck...........,.,•::,:,:•::,.;;�I:i►..iii•.;a.::•. :.;...:.::�7iif1..:1�:itt�EBli; :. ..s ,.:.,;..
:.:::•}}:.,......,........ ..E.> �:: :�iiiitillftrta: :R1sa1.'.Yflif:'•ti:C's'-i`illf�.'t�::;#;:;:'':::o:',:<;%: i:t.+1`6tftt'!i`.k:'.•°�'itat)dE
.�„4'i•::':.,iiiggiiiiiiggiiiiiiiiiiiiiigiii"•::::iiiiziiii:mi:imaimeimii**:.w:n,,, ..... 4.. .}.{n.,, ...:. .... ...:..
..•::::. : :•:v:::....... ....... .............
ii
A.D.Mims Rd Wurst Rd/Clarke Rd 2 6,587 62 6,649 16,900, 10,251 39%
Clarke Rd/Apopka-Vineland Rd 2 5,950 727 6,677 16,900 10,223 40%'
Adair St Wurst Rd/Clarcona-Ocoee Rd 2 3,831 0 3,831 9,000 5,169 43%
Apopka-Vineland Rd S.R.438/A.D.Mims Rd 2 12,983 383 13,366 15,100 1,734 89%
A.D.Mims Rd/Clarcona-Ocoee Rd 2 9,236 822_ 10,058 15,100 5,042 67%
Clarcona-Ocoee Rd/McCormick Rd 2 11,831 25 11,856 15,100 3,244 79%
Bluford Ave S.R.50/Geneva St 2 9,814 157- 9,971 12,800 2,829 78%'
Geneva St/White Rd 2 9,937 451 10,388 12,800 2,412 81%
White Rd/McKey St 2 9,691 199 9,890 12,800 2,910 77%-
McKey
7%McKey St/S.R.438 2 10,971 382 11,353 12,800 1,447 89%
Bowness Rd (Kissimmee Ave/S.R.438 2 9,417 690 10,107 15,300 931 66%'
5 1
! _ 4
Clarcona-Ocoee Rd S.R.438/Wurst Rd 2 7,965 22 7,987 16,200 8,213 49%
(aka Lakewood Ave) Wurst Rd/Clarke Rd 2 3,872 26 3,898 16,200 12,302 24%
Clarke Rd/Apopka-Vineland Rd 2 4,270 11 4,281 16,200 11,919 26%
Clarke Rd S.R.50/White Rd 4 11,865 2,014 13,879 33,300 19,421 42%
White Rd/S.R.438 4 11,951 3,013 14,964 33,300 18,336 45%
S.R.438/A.D.Mims Rd 4 6,537 1,297 7,834 33,300 25,466 24%
A.D.Mims Rd/Clarcona-Ocoee Rd 4 - 263 263 33,300 33,037 1%
Flewelling St Ocoee Hills Rd/Russell Dr 2 2,582 0 2,582 8,600 6,0181
30%
Fullers Cross Rd Ocoee-Apopka/Clarcona-Ocoee 2 2,910 0 2,910 11,500 8,5901 25%
Geneva St Kissimmee Rd/Bluford Rd 2 7,745 210 7,955 14,700 6,745 54%
Good Homes Rd S.R.50/White Rd 2 14,347 153 14,500 15,500 1,000 94%
White Rd/S.R.438 2 6.963 143 7,106 15,500 8,394 46%
I 1: 1
Hackney-Prairie Rd (Clarke Rd/Apopka-Vineland Rd 2 - I 01 0 12,400 12,4001 0%
I 1 1><
Johio Shores Rd IS.R.438/A.D.Mims Rd 2 I 675 6731 1,348 12,000 10,6521 11%
1 I I
Kissimmee Ave IMaquire Rd/Bowness Rd 2 13,287 1,048 14,335 15,300 9651 94%
! I I
Maguire Rd Gotha Rd/Roberson Rd 2 7,959 758 8,717 17,400 8,683 50%
Roberson Rd/Tomyn Rd 2 11,863 8,149 20,012 17,400 (2,612) 115%
Tomyn Rd/Professional Prkwy 2 11,057 7,432 18,489 17,400 (1,089) 106%
Professional Prkwy/S.R.50 2 12,971 7,119 20,090 17,400 (2,690) 115%
S.R.50/Story Rd 2 11,431 1,295 12,726 15,300 2,574 83%
Marshall Farms Rd IS.R.50/Maguire Rd 2 4,280 3621 4,642 11,000 6,3581 42%
McKey St (Kissimmee Ave/Bluford Ave 2 11,000 211 11,021 11,2001 1791 98%
1 I,:.. 1
Ocoee-Apopka Rd S.R.438/Beltway 2 8,1841 194 8,378 17,400 9,0221 48%
Beltway/McCormick Rd 2 11,082 0 11,082r 17,400 6,318 64%
Ocoee Hills Rd IS.R.438/Flewelling St 2 I 4,048 I 0I 4,048 8,600 4,5521 47%
Old Winter Garden Rd S.R.50/Blackwood Ave 2 12,5981 924 13,522 15,500 1,978 87%
Blackwood Ave/Hempel Ave 2 13,722 442 14,164 15,500 1,3361 91%
1 1 lz 1
Professional Prkwy IMaguire Rd/Old Winter Garden Rd I 2 I 4,1501 1,3671 5,517 10,6001 5,0831 52%
1 I 1 1
Russell Dr IFlewellinq St/Willow Creek Rd 2 2,3321 0 I 2,332 8,6001 6,2681 27%
1 1 1 I 1
S.R.50 9th StlWofford Rd 4 34,000 221 34,221 43,400 9,179 79%
(West Colonial Dr) Wofford Rd/Maguire Rd 4 38,215 1,678 39,893 43,400 3,507 92%
Maguire Rd/Old Winter Garden Rd 4 39,000 5,076 44,076 43,400 (676) 102%
Old Winter Garden Rd/Clarke Rd 4 30,500 5,935 36,435 43,400 6,965 84%
Clarke Rd/Good Homes Rd I 4 27,500 840 28,340 43,400 15,060 65%
S.R.438 E.Crown Point Rd/Bowness Rd 4 13,000 0 13,000 16,600 3,600 78%
(Silver Star Rd) Bowness Rd/Bluford Ave 4 9,000 650 9,650 16,600 6,950 58%
Bluford Ave/Clarke Rd 2 11,254 2,006 13,260 16,600 3,340 80%
Clarke Rd/Good Homes Rd 2 13,741 2,072 15,813 16,600 787 95%
Story Rd 9th St/Wofford Rd 2 7,299 411 7,3401 14,700 7,360 50%
Wofford Rd/Kissimmee Ave 2 6,886 94 6,9801 14,700 7,720 47%
I 1 1< 1 1>
White Rd Bluford Ave/Clarke Rd 2 3,9811 ,1251 5, 106 13,200 8,094 39%
Clarke Rd/Good Homes Rd 2 5,168 243 5,411 13,200 7,789 41%,
Willow Creek Rd IRussell Dr/Wurst Rd 2 1 8611 01 861 8,600 7,7391 10%
Wurst Rd IClarcona-Ocoee Rd/A.D.Mims Rd I 2 I 6,2371 241 6,261 12,000 5,7391 52%I
OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM 2of5
Traffic Volumes and Capacities by Road Segments
Traffic Volume Assignments (Sheet 1)
`:•::•:.:}•::::::..}•:..�...........,......._....:.:, ................... ... 09/28/94
.... .... .:x•>i•:%iiia ::i<ii::•:{•}:}}:•}:•;:•}:.}}::•>}::•}:{{:{•}}:•}}:•}}:.. .• :.......... .. ..:. ... : .... .... .. ...... .....
iiiiiii ;:;:,>•y::;:;:{;}:':.4......... ...:.. 4::...............v:...::.::v.:.:::::::•.::.:::.:is{•: .. '.::::::.w. �. •:..•}:{{::n}}}}::.•}:•}}}•}�
•::......... •::}:::•::•::.,•:},::• -�:::.;............:.:.:4:: : {•.:•:.::�: .:::. .;....,..... ..........:::x.�::::::..�".it.#1�31;.;�#}:{•�T.c�:�tggY{.>•{•>:O W�yjk:i<••isi�:pp.���,�.,77����.�.�....::::::::•:.�:.::.::.
4v:•.v:; .. .k............ y.•:•::.}.:.v:•4::::. .....:.:..............:.:::::::::::...::::::•w;...,v.... ..::::h.::.:::::.:::::: ::::::,.T,.:.. ..... IRS:.::}} .I;iAUF::Nt.9:F!Fi:•:•}• .:::: ::::.: .:.
tey�t�{{ :: ..:..giiil...... ... :......:.:...:::::. ......:...:niii:.v.:..•::.v•:::i•.v. •:.v,:..iiii:•}:•}::;{:::::::•:::::::::w::::.:v.v:.
........i:•Rt7i{'7o'iii}ti:�v}i,4=?kih\kiijij;}i4:iii• 4::ii:•:•i}:iiiiiii:•:{ii:`vi: :v\•::?:•}
'�•. it�hEf#ifrQb�k�ii'•i:•:: s}w�F:4}}•>.••}".4�1'QiR6:7i:g7�i'%IiR��ifR[•k:>ii.^y::•�W��/:i/tiii::::
4;{C}}:•:Y:•:v:{{.}}}:J}:•}}}:•}:O}:}:•}'•}}:•tiny.}:•:ifi.. . :}}:::.w:U:.\:::i}h••.v}}:•}:.:v:':::::;.:nw{., • :• i`s..,...{::i}:: ::ii:<.: • w
A.D.Mims RdWurst Rd/Clarke Rd 24
(Clarke Rd/Apopka-Vineland Rd 417 24
417
Adair St IWurst Rd/Clarcona-Ocoee Rd I 0
Apopka-Vineland Rd S.R.438/A.D.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 St/White Rd 122 122
White Rd/McKey St 0
McKey St/S.R.438 307 307
Bowness Rd !Kissimmee Ave/S.R.438 415 I 415
Clarcona-Ocoee Rd B.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
A.D.Mims Rd/Clarcona-Ocoee Rd 0
Flewelling St Ocoee Hills Rd/Russell Dr 0
Fullers Cross Rd 'Ocoee-Apopka/Clarcona-Ocoee I
0
Geneva St 1Kissimmee Rd/Bluford Rd 28 81 109
Good Homes Rd IS.R.50/White Rd 63 J 63
White Rd/S.R.438 I 0
I 1
Hackney-Prairie Rd 'Clarke Rd/Apopka-Vineland Rd I I I I 0
Johio Shores Rd IS.R.438/A.D.Mims Rd I 0
}
Kissimmee Ave IMaquire Rd/Bowness Rd I 35 I 550 585
I I> I
Maguire Rd Gotha Rd/Roberson Rd 15 } 627 642
Roberson Rd/Tomyn Rd 24 7,318 7,342
Tomyn Rd/Professional Prkwy 275 11 6,356 6,642
Professional Prkwy/S.R.50 256 14 5,926 6,196
S.R.50/Story Rd 70 673 743
Marshall Farms Rd IS.R.50/Maguire Rd I 321 I I 32
McKey St 'Kissimmee Ave/Bluford Ave I I I 0
k } I (I
Ocoee-Apopka Rd IS.R.438/Beltway 194 194
Beltway/McCormick Rd 0
Ocoee Hills Rd IS.R.438/Flewelling St I I I I 0
Old Winter Garden Rd IS.R.50/Blackwood Ave 9 430 439
Blackwood Ave/Hempel Ave 349 349
} I I
Professional Prkwy IMaguire Rd/Old Winter Garden Rd 191 3 I I I 430 452
I I:. } 1 }
Russell Dr (Flewelling SUWillow Creek Rd I I I I 0
} 1 {< I
S.R.50 9th SUWofford Rd 18 18
(West Colonial Dr) Wofford Rd/Maguire 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 St/Wofford Rd I 0
Wofford Rd/Kissimmee Ave I 7 I 42 49
r I I; I I, I
White Rd Bluford Ave/Clarke Rd 256 256
Clarke Rd/Good Homes Rd 1 631 22I 85
Willow Creek Rd (Russell Dr/Wurst Rd I I 1 0
Wurst Rd IClarcona-Ocoee Rd/A.D.Mims Rd I 241 I I 24
OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM 3of5
Traffic Volumes and Capacities by Road Segments
Traffic Volume Assignments (Sheet 2)
8/94
1�::•::.x.:.:.;;::•.:•::•::. .•:::,s§:.:.:::::;.:,,.:•:•tv:•::•}::•:;.}•::::::.......::.::...: t•.t•::::;n::•:::. ... 09/2:.:—
v Y�,p...:...\. '},}:t v}.Ji•4'w'"...:�:;:x::::::n...... vv:.;•.,•:{..::vv.. v.:�: ..::::.. .:: �'.•:::. i ::::i•}:mo:•}}:3;^}::.:.w::::.
:}::�;.}}}}:. R'174U•::'t�:v...:..:. •� ............t............ .. t•?.v.::::: :•:•:v:•}:{•v.;}:::;
E,.. .�::�::::},:}:v��.::<::::<: tm ::::.v.:.:::::::::::•::::,�:a��E :�,:::::,<:<::>:>:;:}:::::,vre�::.}::.}}}:: •.�i.:�.>:<.}}:.:.:,:::�:::Pim; ti1;,4:;::> :5ifiti�'€s�af:s•
ilENNIMISMINEnntniaMigaMatggeggsm
x4 v :n4.:. .1..44\.. v:\vv .,y� l.
.. :....... j v.{.. :y... ::.t.. ...::...... ,. 0.�t:::n:•::..:........::w:::;:}:::v.:�w;;...t:.:, .,}}v.:.ti...
•w:. ;v};1... ;.:Y.. ..}:•:•:v:::::�:::+:u:}::•S:•;•;.}:.:}::v:•.•;.•:.:vv..:::::ti•}'vt4v w:}}:::;...... .< IX ..4...
A.D.Mims Rd 1Wurst Rd/Clarke Rd 6 41 10
Clarke Rd/Apopka-Vineland Rd 6 3 I 20 29
Adair St IWurst Rd/Clarcona-Ocoee Rd I 0
Apopka-Vineland Rd S.R.438/A.D.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 St/White Rd 63 172 235
White Rd/McKey St 47 99 146
McKey St/S.R.438 0
Bowness Rd Kissimmee Ave/S.R.438 217 I ` 217
I
Clarcona-Ocoee Rd S.R.438/Wurst Rd 0
(aka Lakewood Ave) Wurst Rd/Clarke Rd 26 26
Clarke Rd/Apopka-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 179 141 23 216
Flewelling St !Ocoee Hills Rd/Russell Dr 0
Fullers Cross Rd Ocoee-Apopka/Clarcona-Ocoee 0
I - I
Geneva St (Kissimmee Rd/Bluford Rd I 53 I I 53
Good Homes Rd S.R.50/White Rd1 ( 0
White Rd/S.R.438 I 0
Hackney-Prairie Rd (Clarke Rd/Apopka-Vineland Rd I I I 0
I I } L.,
Johio Shores Rd S.R.I438/A.D.Mims Rd I I I 191 6 25
I k I;
Kissimmee Ave (Maguire Rd/Bowness Rd 248 I ( I 248
I
Maguire Rd Gotha Rd/Roberson Rd 0
Roberson Rd/Tomyn Rd 5050
Tomyn Rd/Professional Prkwy 50 50
Professional Prkwy/S.R.50 60 60
S.R.50/Story Rd 330 3301
Marshall Farms Rd IS.R.50/Maguire Rd I 330 I I 330
McKey St (Kissimmee Ave/Bluford Ave I I I I 0
1 I I
Ocoee-Apopka Rd S.R.438/Beltway 0
Beltway/McCormick Rd 0
Ocoee Hills Rd n.438/Flewelling St I I I 01
Old Winter Garden Rd 1S.R.50/Blackwood Ave 29 291
Blackwood Ave/Hempel Ave 0
9 E l
Professional Prkwy IMaquire Rd/Old Winter Garden Rd 10 I I I 10
I I. I I 1
Russell Dr (Flewelling St/Willow Creek Rd I I I I 0
S.R.50 9th St/Wofford Rd 90 90
(West Colonial Dr) Wofford Rd/Maguire Rd 247 247
Maguire Rd/Old Winter Garden Rd 187 187
Old Winter Garden Rd/Clarke Rd 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 St/Wofford Rd 35 I 35
Wofford Rd/Kissimmee Ave 29 29
I 1 I
White Rd Bluford Ave/Clarke Rd 1161 831 1 11 1 858
Clarke Rd/Good Homes Rd I 76 31 18 125
Willow Creek Rd (Russell Dr/Wurst Rd I I I I 0
Wurst Rd iClarcona-Ocoee Rd/A.D.Mims Rd 1 I I I I 0
OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM 4of5
Traffic Volumes and Capacities by Road Segments
Traffic Volume Assignments (Sheet 3) 09/28/94
vii.:^.v�.�}: .. �} g:: :::i:•i:9:>- �f
.•..v.:;x:• igiiii..........::::::. . ::::x:::: :i:•:^n'•i:• v c •.•:t;•:•i:tti;- ...;....::. . ::
....... .:iii iii: .. ... ��.`'BRR'r: ?f�:!IF'�t�:?•`.:::isi::i;is�J47�V�FR`ri�{:.F/iR�:� ?�I.1v�.":`•?��'':'�{:twl 'igOlgdegiiii ::�
;:iii:«t i•.>::i st vaiiiiii i":.:.miii:::.:.i.•i:•ii:.i:<:.i:?•ii• ,::x•:t ii••i•:•i:•:•i:.ii••i:•ii:•:•:i i t•:
.0!>.t4t��i:•i:•i:•;:•$•ii::;.:.:.:.ii:.i;:;•:•;:.iso:•:tz# :>:::> :•i:i?.if•I:: :s::>ii::::::>:`[ 33
A.D.Mims RdWurst 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/McKey St 0
McKey St/S.R.438 0
Bowness Rd Kissimmee Ave/S.R.438 I 0
I
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 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
I
Flewellinq St (Ocoee Hills Rd/Russell Dr I 0
Fullers Cross Rd Ocoee-Apopka/Clarcona-Ocoee
Geneva St I Kissimmee Rd/Bluford Rd 28 28
Good Homes Rd IS.R.50/White Rd 58 58
White Rd/S.R.438 74 8 82
I ;
Hackney-Prairie Rd (Clarke Rd/Apopka-Vineland Rd I 0
I I
Johio Shores Rd IS.R.438/A.D.Mims Rd I I 56 56
L _ V
Kissimmee Ave (Maguire Rd/Bowness Rd 1 82 I I 82
I E 'V i
Maguire Rd Gotha Rd/Roberson Rd 0
Roberson Rd/Tomyn Rd 381 38
Tomyn Rd/Professional Prkwy 38 38
Professional Prkwy/S.R.50 19 19
S.R.50/Story Rd 60 60
Marshall Farms Rd IS.R.50/Maguire Rd I I I 0
McKey St IKissimmee Ave/Bluford AveI I 0
I k
Ocoee-Apopka RdS.R.438/Beltway 0
(Beltway/McCormick Rd ( I 0
Ocoee Hills Rd IS.R.438/Flewellinq St I I I 1 i 0I
Old Winter Garden Rd S.R.50/Blackwood Ave 1321 132
Blackwood Ave/Hempel Ave 23 23
I I
Professional Prkwy IMaquire Rd/Old Winter Garden Rd ' I 19 I I 19
I I
Russell Dr IFlewelling St/Willow Creek Rd I I 0
I �..
S.R.50 9th St/Wofford Rd 0
(West Colonial Dr) Wofford Rd/Maguire Rd 68 68
Maguire 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 I 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
6
Wofford Rd/Kissimmee Ave 6
i I I I I
White Rd Bluford Ave/Clarke Rd 0
Clarke Rd/Good Homes Rd_ _ 4 L , 4
Willow Creek Rd Russell Dr/Wurst Rd i I I I 0
Wurst Rd iClarcona-Ocoee Rd/A.D.Mims Rd i I I I it 0
OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM 5 of 5
Traffic Volumes and Capacities by Road Segments
Traffic Volume Assignments (Sheet 4)
09/28/94
......................................
F vivJ.•.:\ .'.•:::}::'4:•\..v....:.A'4.h,•..:•}:.\�•;...:.;•.•........ •.•... ..�::.i:•:::.yv:i':.:.:.:..•:::i:::•:.t•.:�:: :;i•i:r:.::::.: i.:::•:: :::•:::::: :.::::.::::::
CFC..... Y.'iy..v•.:v.:::,.v......... .:v:}.�..v...j'?�y it v:::.;::•:::::.�:}:y::ii:; ' .:iti??i• •.:..v.•i::ri.:.:.i:.:::::::...
F:ji:i;}n:iv,:i, f ::.4,v\::•`:•vtitii:'.:k.:ii}:•i::i:4}:ii:::•v.>:•1:i}: '/., :•ih•.
470�i FRMl:•:is:::�:::ti:}::?.v... .��:i�Sl{:�•:F:<<:i$••.:R•:if7ik:�F4'ri•:::iv.��:linU:is::is: •t:ie�:iiSa17!.I:i/i0i.:i:
...j:::+iti{i•,..•'timi:i ti::i{:v:::: :':::r: iti:i:i*i:i:.*2:,;}+i•;:+i::::i{:i:-0}:{:;::ti X:'.i::::Lv:•i'i::•i:::•v.
.,- .. .ss...�a •• {.,u••. ....v{•..•.•.n.. lai:L:_ CRfi'
::Ciit:: •.vit. :::��:::�.::};•;i ilii:
• •• ••••• • .. :iii i:•i::::. .:.::.:vv. •v}:•:•::•}i:•i:?:i: ::>i'i'rii;:;:;<+i:i.'i:iS
l
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 I 0
Apopka-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
Bluford Ave S.R.50/Geneva St 4 52 56
Geneva St/White Rd 12 64 76
White Rd/McKey St 53 53
McKey St/S.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/Apopka-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 I 0
Flewelling St Ocoee Hills Rd/Russell Dr 1 I 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
132 32
White Rd/S.R.438 61 61
Hackney-Prairie Rd 'Clarke Rd/Apopka-Vineland Rd I 0
I l_
Johio Shores Rd IS.R.438/A.D.Mims Rd I 592 592
I
Kissimmee Ave IMaquire Rd/Bowness Rd 541 79 133
1 1
Maguire Rd Gotha Rd/Roberson Rd 41 75 116
Roberson RdlTomyn Rd 644 75 719
I Tomyn Rd/Professional Prkwy 627 75 702
Professional Prkwy/S.R.50 585 259 844
S.R.50/Story Rd 66 96 162
Marshall Farms Rd IS.R.50/Maguire Rd I I I 0
McKey St 'Kissimmee Ave/Bluford Ave I 1 21 I 21
I
Ocoee-Apopka Rd S.R.438/Beltway 0
I Beltway/McCormick Rd I 01
Ocoee Hills Rd S.R.438/Flewellinq St 0
Old Winter Garden Rd S.R.50/Blackwood Ave 42 282 324
Blackwood Ave/Hempel Ave 34 36 70
E
II Professional Prkwy IMaquire Rd/Old Winter Garden Rd 42 I 844 886
iI I I I
II Russell Dr IFlewelling St/Willow Creek Rd I I 0
1 1
S.R.50 9th St/Wofford Rd 113 113
(West Colonial Dr) Wofford Rd/Maguire Rd 100 113 213
Maguire 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
(Silver 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 St/Wofford Rd 6 6
Wofford Rd/Kissimmee Ave 4 6 10
ii i 1I
White RdBluford Ave/Clarke Rd 11 11
'Clarke Rd/Good Homes Rd 29I 29
iI Willow Creek Rd 'Russell Dr/Wurst Rd I I 0
I Wurst Rd IClarcona-Ocoee Rd/A.D.Mims Rd I I I 01
TABLE 2
SEWER CAPACITY RESERVATIONS
DEVELOPMENTDEVELOPER/OWNER PERMITTED. CAPACITY
REMAINING
Albertson' s Center Zom, 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 Land/Builders 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
DEVELOPMENT DEVELOPER/OWNER PERMITTED APPROX.. >GALL.ONS
CAPACITY. TO BE ADDED BY
REMAINING MAY 1995
(GPD) i !:'(GPD)
Albertson' s Center CS Associates 6, 300 6, 300
Amber Ridge G. Russell 11, 550 11, 500
Cross Creek Horton;Pizzuti;Ryland 54, 600 11, 200
Griffin Center Triple H Properties 1, 167 1, 167
Lake Olympia Square Lk.Oly.Sq.Partnership 6, 650 6, 650
Lakendon Lakendon, Inc. 22, 166 0
Oaks at Starke Lake Starke Lk Jt . Venture 38, 000 7, 000
Ocoee Commerce Ctr. Goodman 9, 429 0
Plant . Grove Comm. Opus South, Inc. 11, 000 5, 000
Prairie Lakes Silvestri 39, 200 7, 000
Shoal Creek White Rd Joint Venture 30, 450 11, 200
Silver Bend G&F Land 31, 900 11, 200
Silver Glen US Homes 39, 450 11, 200
Spring Lake BML/PRN/JDF 120, 000 9, 800
Temple Grove WM Sanderlin 26, 857 11, 200
Waterside Sumac Partners 35, 500 11, 200
Wesmere Ocoee Partners Ltd. 28, 700 16, 800
Weston Park Unibilt 18, 550 11, 200
Whitehill Whitehill Group Ltd. 35, 400 5 , 600
TOTAL RESERVED WATER CAPACITY REMAINING 566, 869
UNDER DEP PERMITS: 1890 ERUs
TOTAL RESERVED WATER CAPACITY TO BE USED IN 155, 217 GPD
NEXT 8 MONTHS: or 517 ERUs
TABLE 4
INVENTORY OF PARK LANDS
PARK: SIZE OF PARK IN ACRES <'
Peach Lake Park
On Russell Drive; currently has playground and 3 +/- acres
picnic areas .
Parkside Park
Off of Dovetail Drive; currently has two 4 +/- acres
practice fields, playground equipment, picnic
pavilion, basketball pad, and tennis court .
Tiger Minor Park
Off of Geneva Street; currently has two tennis 5 +/- acres
courts, basketball court, playground equipment,
exercise course, and picnic tables .
Silver Glen Park
In Silver Glen subdivision on Spring Lake; 5 +/- acres
currently has four grills, picnic tables, and a
linear nature trail .
Central Park Complex
Flewelling Drive; currently has one football
field with concession stand, two little league 23 +/- acres
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, 22 +/- acres
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 10 +/- acres
has community buildings, two boat ramps and
docks, picnic tables, and walking trails .
Forest Lake Golf Club 60 +/- acres *
Clarcona-Ocoee Road; 18-hole golf course with
natural preservation areas, clubhouse, and * Presumes 255.- of total
driving range. 240 acre site benefits
Ocoee residents based
on usage of course .
Senior League Baseball Field
Adair Street; currently has one practice field 8 +/- acres
and one baseball field with concession stand.
TOTAL ACRES OF PARK LAND: 140 TOTAL ACRES
TABLE 5
RECREATION (PARK LAND) REQUIRED FOR CURRENT PROJECTS
SUBDIVISION PROJECTED NUMBER OF '.
POPULATION ! ACRES REQUIRED. :!
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 , Viii . 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
EXHIBIT "B"