HomeMy WebLinkAboutResolution 94-07
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RESOLUTION NO. 94-~
A RESOLUTION OF THE CITY OF OCOEE, FLORIDA,
RELATING TO INFRASTRUCTURE DEFICIENCIES UNDER
THE CONCURRENCY MANAGEMENT SYSTEM; FINDING
THAT AREAS SHOWN ON THE EXISTING
INFRASTRUCTURE DEFICIENCIES MAP AS HAVING
INADEQUATE LEVELS OF SERVICE IN FACT ARE NOT
DEFICIENT; ACCEPTING A CONCURRENCY MANAGEMENT
SYSTEM INFRASTRUCTURE REPORT; FINDING THAT
THERE ARE NO INFRASTRUCTURE DEFICIENCIES
WITHIN THE CITY; ADOPTING AN INFRASTRUCTURE
DEFICIENCIES MAP; REPEALING RESOLUTION NO. 93-
08; 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, the Development Administrator has advised the
City Commission that areas shown on the Infrastructure Deficiencies
Map adopted by Resolution No. 93-08 as having inadequate levels of
service in fact are not deficient under the criteria and standards
set forth in certain amendments to Article IX of Chapter 180 of the
Ocoee city Code adopted on this date by Ordinance No 94-03; and
WHEREAS, based upon the Concurrency Management System
Infrastructure Report and in accordance with the procedures set
forth in section 9-5.C of Article IX of Chapter 180 of the Ocoee
City Code, the Development Administrator has prepared a revised
Infrastructure Deficiencies Map, said map being attached hereto as
Exhibit liB" 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 April 5, 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.
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2. The city commission hereby finds that areas shown on
the Infrastructure Deficiencies Map adopted by Resolution No. 93-08
as having inadequate levels of service in fact are not deficient
under the criteria and standards set forth in certain amendments to
Article IX of Chapter 180 of the Ocoee City Code adopted on this
date by Ordinance No. 94-03. The City Commission further finds
that the foregoing finding is consistent with the Ocoee
Comprehensive Plan.
3. The City Commission of the City of Ocoee hereby
accepts the Concurrency Management System Infrastructure Report
attached hereto as Exhibit "A".
4. The City Commission of the City of Ocoee hereby
finds that, as of April 5, 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.
5. Pursuant to section 9-5.C of Article IX of Chapter
180 of the Code of Ordinances of the city of Ocoee, Florida, the
Ocoee City commission hereby adopts the revised Infrastructure
Deficiencies Map attached hereto as Exhibit "B". The revised
Infrastructure Deficiencies Map will be effective from April 6,
1994 through September 30, 1994 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.
6. The revised Infrastructure Def iciencies Map attached
hereto as Exhibit "B" supersedes and replaces all previously
adopted Infrastructure Deficiencies Maps.
7. Resolution No. 93-08 is hereby repealed in its
entirety.
8. This Resolution shall become effective immediately
upon adoption.
PASSED AND ADOPTED this rri day of April, 1994.
APPROVED:
Clerk
CIT~ OF OCOEE, ~LORIDA
~~'"....'c....... <, .., ,/ _,'
~-.. ,:~~2/1' {.lU/;(~
S. Scott Vandergrift,
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(SEAL)
2
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FOR USE AND RELIANCE ONLY BY
THE CITY OF OCOEE, FLORIDA.
APPROVE~ AS TO FORM ~,... rEGALITY
this ) ~ day of --q:r-4--' 1994.
FOLEY , LAR~ER
U 'i IJ ^ - 1/ J1
By: t~
City Attorney
C:\WPSlIDOCS\OCOElCNCURMAP.21312S194IDEBBIEH IPER:ddh
3
APPROVED BY THE OCOEE CITY
COMMISSION AT A MEETING
HELD ON ~f/L J.... , 1994
UNDER AG A ITEM NO.~.
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:
L..
TRAFFIC CIRCULATION
A.
Design capacity of different roadway types.
The attached Table 1 outlines the volumes and capacities of all
of the roadway segments monitored by the City of Ocoee. The
total capaci ty (vehicles per day) shown for all roadway
segments is for a Level of Service (LOS) D. The Ocoee
Comprehensive Plan adopted an LOS C; however, the ci ty 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 FDOT functional classification. The Federal Highway
Administration and the Florida Department of Transportation
approved the new Urban boundary in May of this year. The City
will now process a Comprehensive Plan Amendment to formally
change the classification and to make it coincide with the
concurrency management system.
B. The existinq level of service measured by the averaqe number of
trips per day on a roadway as provided by the Florida
Department of Transportation.
The existing traffic figures for the various road segments are
shown on Table 1 under Existing Daily Volumes (vehicles per
day) . Comparing this existing trip data wi th the Total
Allowable Capacity, all segments measured LOS D or above.
C. The adopted level of service standards for all roadways
classified under the Plorida Department of Transportation's
roadway functional classification system.
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D.
The adopted LOS for all roadways is LOS D.
The existinq capacities or deficiencies of the roadway network.
With existing traffic on the road today, there are no
deficiencies in the roadway network. The capacities remaining
may be calculated by taking the maximum allowable capacity and
subtracting the existing traffic.
.
F.
E.
The capacities reserved for approved but unbuilt development.
Approved but unbuilt development is any development which has
vested rights or has received a Final Certificate of
Concurrency. These projects are listed, with their respective
traffic volumes, on Pages 2-6 of Table 1. For those
developments which are currently in the building stage, units
which are already adding trips on the road have been subtracted
from the overall total trips that are vested or concurrent.
The total number of trips which are reserved for vested or
concurrent developments are shown on Page 1 of Table 1 under
Reserved Daily Volumes for each roadway segment.
The projected capacities or deficiencies due to approved but
UDbuilt development.
Although not all vested developments will begin building within
the upcoming fiscal year, all of the trips that they will put
on the roads have been calculated into the concurrency
management system to show the affects they would have on the
roadway network as it exists today. Because the state realizes
that not all of these developments will build during the
upcoming fiscal year and certainly will not complete
development within that time period - it allows the actual
capacity of any given roadway to peak at 115 percent. The
last column on Page 1 of Table 1 shows the percentage of the
capacity used. Any segment that shows a figure greater than
115 percent must be either in the planning stages of
improvement or the municipality must explain why development
may continue to be approved without any plans for improvements
to that infrastructure.
G. The improvements to be made to the roadway network in the
current fiscal year by any approved developments pursuant to
previous development orders or permits and the impact of such
improvements on the existinq capacities or deficiencies.
H.
.
HaCkney-Prairie Road is currently planned to be improved to a
2-lane, paved roadway, from Apopka-Vineland Road to its present
terminus. Monitoring of traffic will occur following
completion of the improvements.
The improvements to be made to the roadway network in the
current fiscal year by the City of ocoee, oranqe county, the
Florida Department of Transportation, or other public agency
and the impact of such improvements on the existinq capacities
or deficiencies.
Roadway segments that are included in Table 1 will be monitored
if any improvements are made by either the City of Ocoee,
Orange County, or the Florida Department of Transportation.
Table 1 will be kept current if the number of lanes change or
existing traffic changes as a result of an improvement.
II.
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SANl:TARY SEWER
A.
The design capacity of the wastewater treatment facility.
B.
The City of Ocoee has one wastewater treatment facility. It is
currently designed to treat two (2) million gallons per day
(MGD) . The Department of Environmental Regulation (DER)
Construction Permit allows the City of Ocoee to treat up to
1.235 million gallons per day. This figure represents the
current effluent disposal capacity of the ponds at the plant
site and at the north effluent disposal site. The City is
currently negotiating with DER (effective July 1, the
Department of Environmental Protection) to have the permit
amount increased upon completion of the golf course.
The existinq level of service standard for averaqe daily flows
per equivalent residential unit.
The existing level of service (LOS) for average daily flows per
equivalent residential unit (ERU) is calculated by dividing the
average daily flows into the number of ERUs represented by the
existing customer base.
The average daily flows (average taken over the 30 day period
for June 1993) is .823 MGD (823,000 gallons per day).
There are 2,613 customers on the system for a total of 3,067
ERUs which amounts to an existing LOS of 268.34 gallons per day
per equivalent residential unit.
c. The adopted level of service standard for averaqe 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 deficiencies of the system.
There are no existing deficiencies of 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 any
development which has a construction permit from DER and has
either not yet begun construction or is in the process of
building but still has ERUs which are not yet being used.
These "unused" ERUs represent the capacities reserved that must
be taken into account before any new development can be
approved. Table 2 outlines the developments which have DER
permits and the number of ERUs each represents.
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III.
.
The current system as permitted by DER can handle a total of
4,574 ERUs. With the 3,067 currently in use and the 1,506 ERUs
reserved for unbuilt development, the system appears to be at
the maximum allowable capacity; however, the City will continue
to work with DER to increase the permitted amount. The golf
course is slated for completion sometime during the upcoming
year. Not all permitted developments will have begun
construction during that time.
F.
The improvements to be made to the facility in the current
fiscal year by any approved developments pursuant to previous
development orders and the impact of such improvements on the
existinq capacities or deficiencies.
According to the City Engineer/Utilities Director, there will
be no improvements made to the facility by any developers which
would have an impact on existing capacities of the facility.
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 existinq capacities or deficiencies.
The City of Ocoee is currently in the process of enlarging its
wastewater treatment facility. The project will expand the
design capacity from 2 MGD to 3 MGD. The plant expansion is
scheduled to be completed by January 1994.
POTABLE WATER
A.
The design capacity of the water system.
There are four water plants in the City of Ocoee permitted to
pump a total of 12.51 MGD:
Forest Oaks Plant:
Jamela Plant:
Kissimmee Ave. Plant:
South Water Plant:
2.52 MGD
2.88 MGD
2.89 MGD
4.32 MGD
Each plant has a maximum allowable ERU amount that the city is
permitted to base its capacity on:
Forest Oaks Plant:
Jamela Plant:
Kissimmee Ave. Plant:
South Water Plant:
Total For All Plants:
3,182 ERUs
3,636 ERUs
3,674 ERUs
4.191 ERUs
14,683 ERUs
B.
The existinq level of service measured by the averaqe number of
qallons per day per unit based on the averaqe flows
experienced.
.
The average number of gallons per day based on a 12-month
average is 2.870 MGD.
The adopted LOS is 300 GPD/ERU.
There are currently 5,606 customers representing 8,132 ERUs in
the system. Taking the number of ERUs and the average flow,
and factoring 15% for unmetered losses for such things as
hydrant flushing, leakages, and calibration variances in the
meters, the existing LOS is 299.99 GPD/ERU.
c. The existinq potable water storaqe 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 aallons
2,250,000 gallons
D. The existinq minimum water pressure.
The Ocoee 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
facility components.
The adopted LOS is 300 GPD/ERU.
F. The existinq capacities or deficiencies of the system.
.
G.
The existing LOS of 299.99 GPD/ERU is consistent with the
adopted LOS of 300 GPD/ERU. The 8,132 ERUs that respresent the
current customer usage falls well below the maximum permitted
14,683 ERUs. There are no existing deficiencies in the water
system.
The capacities reserved for approved but unbuilt development.
For concurrency purposes regarding potable water, the City of
Ocoee defines "approved but unbuilt development" as any
development which has a construction permit from DER and has
ei ther not yet begun construction or is in the process of
.
building but still has ERUs which are not yet being used.
These "unused" ERUs represent the capacities reserved that must
be taken into account before any new development can be
approved. Table 3 outlines the developments which have DER
permits and the number of ERUs each represents.
With the current water plants, the system can handle 14,683
ERUs. With the 8,132 ERUs currently in use and the 1,798 ERUs
reserved for unbuilt development, there are 6,551 ERUs to
provide for new development.
H.
The improvements to be made to the facility in the current
fiscal year by any approved developments 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 facility in the current
fiscal year by the City of ocoee and the impact of such
improvements on the existing capacities or deficiencies.
The current water system is being reviewed to determine optimum
site(s) for new wells.
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
pri vate 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 existinq level of service measured by the solid waste per
pound per capita per weekly collection.
.
Orange County currently places no 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
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v.
A.
B.
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collected after the customer pays an addi tional 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, 1992 through June 30, 1993, a total of 4,555.40
tons of residential garbage was transported by the City of
Ocoee to the Orange County landfill. That figure averages out
to 379.62 tons per month or 759,240 pounds per month or 25,308
pounds per day. There are currently 4,915 residential garbage
customers in Ocoee. At 25,308 total pounds per day that
equates to 5.15 pounds per day per customer or 1.72 pounds per
day per person. This is well below the 6 pounds per person per
day adopted LOS. The overall decrease from last year (last
year the figure was 2.01 pounds per person per day) is a result
of recycling and because yard waste is no longer taken to the
landfill.
c.
The proj ected capacities reserved for approved but UDbuil t
development.
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.
STORMWATER DRAINAGE
The existinq level of service measured by storm event as
determined by the City of ocoee and its consultinq enqineers.
The basins are currently being analyzed. Data collection is
complete. Analysis is being accomplished on a basin-by-basin
schedule. The Northwest Basin study was recently completed and
recommendations are forthcoming.
The adopted level of service standard for storm drainaqe.
The LOS for stormwaterjdrainage 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.
.
c.
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RECREATION AND OPEN SPACE
A.
The existinq acreaqe of park land.
There are more than 300 acres of recreational land in the City
of Ocoee.
B.
The existinq 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.
The city of Ocoee will soon be submitting a Comprehensive Plan
Amendment to the Department of Community Affairs amending the
Recreation and Open Space Element. Based on the proposed
amended requirements, the LOS for recreation has been somewhat
revised to take into consideration three different types of
parks, each with their own levels of service:
"Community Parks" must be a minimum of 20 acres in size and
serve a population of 10,000.
"Neighborhood Parks" must be a minimum of 4 acres in size and
serve a population of 7,500.
.. Special Purpose Facil i ties" do not have a minimum acreage
since they are based on the facilities provided. Each serves
a population of 10,000.
The Comprehensive Plan Amendment will delete formal
requirements for number of facilities such as tennis courts,
ball fields, and playground equipment. These facilities will
remain an important part of the Recreation Element but there
will be more flexibility insofar as what facilities must be
buil t and at what level of population. The Department of
Community Affairs has indicated verbally to City staff that it
is amenable to such an amendment.
The LOS for open space for this year's concurrency assessment
will remain the same at 25 acres per 1,000 population.
The existinq capacities or deficiencies of the recreation
facility system.
The current population figure for the City of Ocoee as provided
by the Bureau of Economic and Business Research at the
University of Florida (the official state agency for the
estimation of population) was 16,418 as of April 1993. Using
that figure the City would need one community park, two
neighborhood parks, and one special purpose facility to meet
the concurrency requirements. There are currently two
communi ty parks, four neighborhood parks, and four special
purpose facilities in the City of Ocoee as follows:
.
Central Park Complex
John Vignetti Park
NEIGHBORHOOD PARKS: Municipal Complex Park
Parks ide Park
Silver Glen Park
Tiger Minor Park
COMMUNITY PARKS:
SPECIAL PURPOSE FACILITIES:
Middle School GYmnasium
Municipal Golf Course
Sorenson Field
West Orange Girls Club
(23 +/- acres)
(21 +/- acres)
(10 +/- acres)
( 4 +/- acres)
( 5 +/- acres)
( 5 +/- acres)
( 2 +/- acres)
(240 +/- acres)
( 8 +/- acres)
(12 +/- acres)
For Open Space, using the population of 16,418, the City would
need 410.5 acres of open space to meet concurrency. The City
defines "open space" as park areas, lakes, wetlands and
conservation areas, and a percentage of rights-of-ways within
the city. According to the City of Ocoee's Planning
Department, the City has 692 acres of open space.
D. The capacities reserved for approved but unbuilt development.
For concurrency purposes, the City of Ocoee defines "approved
but unbuil t development" as any development which has a
Certificate of Vesting or a Final Certificate of Concurrency.
Table 4 outlines those developments and the additional
population which will result from those residential units. In
figuring the estimated population these units will add to
Ocoee's existing population, three (3) people per single family
unit is used as the average.
E. The projected capacities or deficiencies due to approved but
unbuilt development.
The total population (current plus vested/concurrent) of 25,529
still does not result in any deficiencies. Not all vested
developments will begin building or complete all their units
during this fiscal year; however, the existing parks would
still be adequate in number to handle that population given the
levels of service.
The improvements to be made to the recreation facilities in the
current fiscal year by any approved developments pursuant to
previous development orders and the impact of such improvements
on the existinq capacities or deficiencies.
Developers currently must provide a certain amount of private
recreational/open space to meet the needs of their residents.
Developers also pay recreational impact fees towards communi ty-
wide and neighborhood recreation. The recreational impact fees
are then used by the City to fund improvements to the overall
recreational system including land purchases and the
construction of additional facilities.
F.
.
.
.
G.
The improvements to be made to the recreation facilities in the
current fiscal year by any approved developments pursuant to
previous development orders and the impact of such improvements
on the existinq capacities or de~iciencies.
There are improvements slated for the 1993-94 fiscal year for
facilities within existing parks but these improvements will
not affect the existing capacities.
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OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM
Traffic Volumes and Capacities by Road Segments
1 of 4
Overall Summa 03/24/94
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A.D. Mims Rd Wurst Rd/Clarke Rd 2 7,343 27 7,370 16,900 9,530 44%
Clarke Rd/Anonka-Vineland Rd 2 5950 211 6161 16900 10739 36%
Adair St Wurst Rd/Clarcona-Ocoee Rd 2 1500 273 1773 9000 7227 20%
Apopka-Vineland Rd S.R. 438/AD. Mims Rd 2 12,031 106 12,137 15,100 2,963 80%
AD. Mims Rd/Clarcona-Ocoee Rd 2 12,285 317 12,602 15,100 2,498 83%
~ Clarcona-Ocoee Rd/McCormick Rd 2 12 762 0 12762 15 100 2338 85%
Bluford Ave S.R. 50/Geneva St 2 9,100 47 9,147 12,800 3,653 71%
Geneva SUWhite Rd 2 11,110 0 11,110 12,800 1,690 87%
White Rd/McKev St 2 9,800 0 9,800 12,800 3,000 77%
McKev StlS.R. 438 2 11 557 356 11 913 12800 887 93%
Bowness Rd Kissimmee Ave/S.R. 438 2 9457 14 9471 15300 5,829 62%
..... .<
Clarcona-Ocoee Rd S.R. 438IWurst Rd 2 7,965 261 8,226 16,200 7,974 51%
(aka Lakewood Ave) Wurst Rd/Clarke Rd 2 4,380 427 4,807 16,200 11,393 30%
Clarke Rd/Aoooka-Vineland Rd 2 3569 0 3569 16200 12631 22%
Clarke Rd S.R. 50IWhite Rd 4 8,274 1 164 9,438 33,300 23,862 28%
White Rd/S.R. 438 4 8,896 1267 10,163 33,300 23,137 31%
S.R. 438/AD. Mims Rd 4 4,020 1 161 5,181 33,300 28,119 16%
AD. Mims Rd/Clarcona-Ocoee Rd 4 - 386 386 33 300 32914 1%
Flewellina St Ocoee Hills Rd/Russell Dr 2 2800 0 2800 8600 5800 33%
Fullers Cross Rd Ocoee-Aoooka/Clarcona-Ocoee 2 7499 167 7666 1150~ 67%
Geneva St Kissimmee Rd/Bluford Rd 2 II 6799 86 688511 14700 7815 47%
Good Homes Rd S.R. 50IWhite Rd 2 II 10,000 70 10,0701l 15,500 I 5,430 65%
White Rd/S.R. 438 2 II 10 289 0 10 28911 15500 I 5,211 ~
Hacknev-Prairie Rd Clarke Rd/ADooka-Vineland Rd ~ - 35 3511 12400 12365 0%
.............. ~
II Johio Shores Rd S.R. 438/AD. Mims Rd 2 4491 0 44911 12 000 11 551
.................. >... .
Kissimmee Ave Maauire Rd/Bowness Rd 2 13703 ~ 13 87611 15300 1424 91%
............................ .<< ....... ...........
Maguire Rd Gotha Rd/Roberson Rd 2 8,338 0 8,338 17,400 9,062 48%
Roberson RdlTomvn Rd 2 8,560 36 8,596 17,400 8,804 49%
Tomvn Rd/Professional Prkwv 2 9,155 69 9,224 17,400 8,176 53%
Professional Prkwv/S.R. 50 2 12,013 166 12,179 17,400 5,221 70%
S.R. 50/Storv Rd 2 14439 259 14698 15300 602 96%
Marshall Farms Rd S.R. 50/Maauire Rd 2 3884 121 4005 11 000 6995 36%
McKev St Kissimmee Ave/Bluford Ave 2 4200 3 4203 11.200 6997 38%
.......... ..... .........
Ocoee-Apopka Rd S.R. 438/Beltwav 2 6,818 3 6,821 17 ,400 10,579 39%
Beltwav/McCormick Rd 2 10.130 0 10130 17 400 7270 58%
Ocoee Hills Rd S.R. 438/Flewellina St 2 2800 0 2800 8600 5800 33%
Old Winter Garden Rd S.R. 50/Blackwood Ave 2 7,878 183 8,061 15,500 7,439 52%
Blackwood Ave/Hemoel Ave 2 13 768 21 13789 15500 1 711 89%
........... ..............
Professional Prkwv Maauire Rd/Old Winter Garden Rd 2 3423 266 3.689 106001 6911 35%
Russell Dr Flewellina SUWillow Creek Rd 2 3200 0 3 200lf 86001 5,400 37%
........ ......~
S.R. 50 9th SUWofford Rd 4 32,441 32,501 43,400 10,899 75%
(West Colonial Dr) Wofford Rd/Maauire Rd 4 35,300 410 35,710 43,400 7,690 82%
Maauire Rd/Old Winter Garden Rd 4 36,800 148 36,948 43,400 6,452 85%
Old Winter Garden Rd/Clarke Rd 4 29,300 680 29,980 43,400 13,420 69%
Clarke Rd/Good Homes Rd 4 22 500 647 23 147 43 400 20 253 53%
S.R. 438 E.Crown Point Rd/Bowness Rd 4 10,400 2 1 0,402 16,600 6,198 63%
(Silver Star Rd) Bowness Rd/Bluford Ave 4 8,500 735 9,235 16,600 7,365 56%
Bluford Ave/Clarke Rd 2 10,500 1 162 11,662 16,600 4,938 70%
Clarke Rd/Good Homes Rd 2 13906 901 14807 16600 1793 89%
Story Rd 9th SUWofford Rd 2 6,430 2 6,432 14,700 8,268 44%
Wofford Rd/Kissimmee A:z:::: 2 6075 23 = 14700 8602 41%
.>.. '.'
White Rd Bluford Ave/Clarke Rd 2 3,981 0 3,981 13,200 9,219 30%
Clarke Rd/Good Homes Rd 2 5168 70 5238 13200 7,962 40%
Willow Creek Rd Russell DrlWurst Rd 2 2700 0 2700 8600 5,900 31%
Wurst Rd Clarcona-Ocoee Rd/A.D. Mims Rd 2 6237 300 6537 12000 5,463 54%
TABLE 1
.
.
OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM
Traffic Volumes and Capacities by Road Segments
2of4
T""r~Volum.~
III.i!i!i!i!i!i!t~~~~ :::::~!i!i!i!irtt : .... ~:~i:;
AD. Mims Rd Wurst Rd/Clarke Rd 27 27
Clarke Rd/Aoonka-Vineland Rd 211 211
Adair St Wurst Rd/Clarcona-Ocoee Rd 273 273
Apopka-Vineland Rd S.R. 438/AD. Mims Rd 106 106
AD. Mims Rd/Clarcona-Ocoee Rd 317 317
Clarcona-Ocoee Rd/McCormick Rd 0
..... ................ 7711
Bluford Ave S.R. 50/Geneva St 15 15
Geneva StlWhite Rd 0
White Rd/McKev St 0
McKev StlS.R. 438 344 344
Bowness Rd Kissimmee Ave/S.R. 438 0
........... ...
Clarcona-Ocoee Rd S.R. 438/Wurst Rd 24 236 260
(aka Lakewood Ave) Wurst Rd/Clarke Rd 427 427
Clarke Rd/Aoooka-Vineland Rd 0
Clarke Rd S.R. 50/White Rd 1,164 1,164
White Rd/S.R. 438 1,234 1,234
S.R. 438/AD. Mims Rd 1,145 1,145
AD. Mi~t:d/Clarcona-ocoee Rd 386 386
I ... .........................
Flewellina St Ocoee Hills Rd/Russell Dr 1 0
~ Ocoee-Aooaka/Clarcona-Ocoee ~ 167
'. '"
Geneva St Kissimmee Rd/Bluford Rd 79 79
Good Homes Rd S.R. 50/White Rd 70 70
Hacknev-pr~ White Rd/S.R. 438 :: :::z:: 0
........... ... ......
Clarke Rd/AI1::Zmtneland Rd 35 li 35
11 ........................
Johio Shores Rd S.R. 438/AD. Mims Rd II 0
.. ..
I Kissimmee AvelMaauire Rd/Bowness Rd 4 3 99 106
...... .' ................... .'
Maguire Rd Gotha Rd/Roberson Rd 0
Roberson RdlTomvn Rd 0
Tomvn Rd/Professional Prkwy 30 30
Professional Prkwv/S.R. 50 39 39
S.R. 50/Storv Rd 4 198 202
Marshall Farms Rd S.R. 50/Maauire Rd 28 90 118
McKev St Kissimmee Ave/Bluford Ave 0
.... . ....11<
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 18 3 25 46
Blackwood Ave/Hemoel Ave 1 3 4
.. .....
Professional Prkwv Maauire Rd/Old Winter Garden Rd 13 911 22
Russell Dr Flewellina StlWillow Creek Rd T 0
........ .......
S.R. 50 9th StlWofford Rd 4 51 55
(West Colonial Dr) Wofford Rd/Maauire Rd 4 20 328 352
Maauire Rd/Old Winter Garden Rd 3 18 99 120
Old Winter Garden Rd/Clarke Rd 344 10 15 76 445
Clarke Rd/Good Homes Rd 628 19 647
S.R. 438 E.Crown Point Rd/Bowness Rd 0
(Silver Star Rd) Bowness Rd/Bluford Ave 683 683
Bluford Ave/Clarke Rd 1,051 1,051
Clarke Rd/Good Homes Rd 878 878
Story Rd 9th StlWofford Rd 0
W~Rd/Kissimmee Ave 20 20
White Rd Bluford Ave7CIarke Rd 0
Clarke Rd/Good Homes Rd 70 70
Willow Creek Rd Russell Dr/Wurst Rd 0
Wurst Rd Clarcona-Ocoee Rd/AD. Mims Rd 27 273 300
TABLE 1
OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM
Traffic Volumes and Capacities by Road Segments
"""
S.R. SO/Geneva St
Geneva StlWhite Rd
White Rd/McKev St
McKev StlSR 438
Kissimmee Ave/s.::=s:,
Clarcona-Ocoee Rd S.R. 438/Wurst Rd
(aka Lakewood Ave) Wurst Rd/Clarke Rd
Clarke Rd/Aoooka-Vineland Rd
S.R. 50/White Rd
White Rd/S.R. 438
S.R. 438/A.D. Mims Rd
~Mims Rd/Clarcona-Ocoee Rd
Flewellina St Ocoee Hills Rd/Russell Dr
Fullers Cross Rd Ocoee-Aoooka/Clarcona-Ocoee
'..
.~~~~~t~~:~~:~e Assi
A.D. Mims Rd
Adair St
Apopka-Vineland Rd
I~
Bluford Ave
Bowness Rd
Clarke Rd
Geneva St
Good Homes Rd
.
Hacknev-Prairie Rd
....'.'.'
~res Rd
Kissimmee Ave
""'.
Maguire Rd
Marshall Farms Rd
McKev St
...
Ocoee-Apopka Rd
Ocoee Hills Rd
Old Winter Garden Rd
nments (Sheet 3
:.:.:.:.:.:.:.:.:.:.:.:.:
~~~~~rmr11~~~~~~~~~~~~~:i:~:' .
-
....
Wurst Rd/Clarke Rd
Clarke Rd/Aoooka-Vineland Rd
Wurst Rd/Clarcona-Ocoee Rd
SR 438/A.D. Mims Rd
A.D. Mims Rd/Clarcona-Ocoee Rd
Clarcona-Ocoee Rd/McCormick Rd
Kissimmee Rd/Bluford Rd
SR 50/White Rd
White Rd/S.R. 438
.Ait. ...::
18
5
3
9
27
1
33
16
~
23
..
Clarke Rd/Aoooka-Vineland Rd ~ ...., '.",.,."..'.'
S.R. 438/A.D. Mims Rd ......2
Maouire Rd/Bowness Rd 9 . .. ......... ""::::$I
Gotha Rd/Roberson Rd
Roberson Rd/Tomvn Rd
T omvn Rd/Professional Prkwv
Professional Prkwv/S.R. 50
SR 50/Storv Rd
SR 50/Maouire Rd
Kissimmee Ave/Bluford Ave
S.R. 438/Beltwav
Beltwav/McCormick Rd
SR 438/Flewellina St
S.R. SO/Blackwood Ave
Blackwood Ave/Hemoel Ave
10
2
.......
Professional Prkwv Maauire Rd/Old Winter Garden Rd
Russell Dr Flewellina StlWillow Creek Rd
".",..
SR 50 9th StlWofford Rd
(West Colonial Dr) Wofford Rd/Maouire Rd
Maouire Rd/Old Winter Garden Rd
Old Winter Garden Rd/Clarke Rd
Clarke Rd/Good Homes Rd
S.R. 438 E.Crown Point Rd/Bowness Rd
(Silver Star Rd) Bowness Rd/Bluford Ave 43
Bluford Ave/Clarke Rd 99
. Story Rd Clarke Rd/Good Homes Rd 23
9th StlWofford Rd 7
Wofford Rd/Kissimmee Ave 42
I
White Rd Bluford Ave/Clarke Rd 2
Clarke Rd/Good Homes Rd
Willow Creek Rd Russell Dr/Wurst Rd
Wurst Rd Clarcona-Ocoee Rd/A.D. Mims Rd
TABLE 1
3 of 4
03/24/94
::::::::::t9..li::::
o
o
o
o
o
o
o
o
o
9
o
1
o
o
o
33
16
o
0
0
0
0
0
II 0
'.".,.
II 0
....."",
0
0
0
0
0
0
0
0
....
0
0
0
0
0
0
0
0
0
0
0
0
0
43
99
23
0
0
0
0
0
0
OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM
Traffic Volumes and Capacities by Road Segments
_raffiC Volume Assi nments Sheet 5\ 03/24/94
:::.:.t: :.:J@!: ::::::::~:~:~:::::::::::::!!:!:::\:::::::::::::f:::: \....:{..~f. \\\\};_::::::::::::tt~~~~~~~~~~
,. ...."
AD. Mims Rd Wurst Rd/Clarke Rd 0
Clarke Rd/Aoooka-Vineland Rd 0
Adair St Wurst Rd/Clarcona:rrcoee Rd 0
Apopka-Vineland Rd S.R. 438/AD. Mims Rd 0
AD. Mims Rd/Clarcona-Ocoee Rd 0
Clarcona-Ocoee Rd/McCormick Rd 0
,.,.,..'
.
,.,.,.,',.,.,.,.,.,.,.,..,
Bluford Ave
Bowness Rd
.,.
Clarcona-Ocoee Rd
(aka Lakewood Ave)
Clarke Rd
Flewellina St
~SRd
Geneva St
Good Homes Rd
Hacknev-Prairie Rd
Johio Shores Rd
Kissimmee Ave
Maguire Rd
Marshall Farms Rd
McKev St
Ocoee-Apopka Rd
Ocoee Hills Rd
Old Winter Garden Rd
Professional Prkwv
...........
~IDr
S.R.50
(West Colonial Dr)
S.R. 438
(Silver Star Rd)
.
Story Rd
White~'"
Willow Creek Rd
Wurst Rd
4of4
S.R. 50/Geneva St
Geneva SUWhite Rd
White Rd/McKev St
McKev StlS.R. 438
Kissimmee Ave/S.R. 438
25
32
o
o
3
14
7
3
14
S.R. 438/Wurst Rd
Wurst Rd/Clarke Rd
Clarke Rd/Aoooka-Vineland Rd
S.R. 50/White Rd
White Rd/S.R. 438
S.R. 438/AD. Mims Rd
AD. Mims Rd/Clarcona-Ocoee Rd
o
o
o
o
o
o
o
:::::::::
......'.'.'.'.'.'.'.'...[[
o
o
......,..,'.'.'",
7
o
o
Ocoee Hills Rd/Russell Dr
Ocoee-Aoooka/Clarcona-Ocoee
Kissimmee Rd/Bluford Rd
S.R. 50/White Rd
White Rd/S.R. 438
7
Clarke Rd/Anonka-Vineland Rd
....
~/AD. Mims Rd
Maauire Rd/Bowness Rd
o
',.
46 21 =cl,..
...,...... ,.... ::=>
36
36 3
124 3
46 11
3
3
3
135 2
17
244
5
54 4
24 4
226 9
2
9
12
2
3
o
Gotha Rd/Roberson Rd
Roberson RdlTomyn Rd
Tomvn Rd/Professional Prkwv
Professional prkWV7s.R. 50
S.R. 50/StorvRd
S.R. 50/Manuire Rd
Kissimmee Ave/Bluford Ave
67
...'.....,...,.,.,.
o
36
39
127
57
3
3
S.R. 438/Beltwav
Beltwav/McCormick Rd
S.R. 438/Flewellina St
S.R. 50/Blackwood Ave
Blackwood Ave/Hemnel Ave
3
o
o
137
17
.......
244
Maauire Rd/Old Winter Garden Rd
o
Flewellina SUWillow Creek Rd
/..
9th SUWofford Rd
Wofford Rd/Maauire Rd
MliQuire Rd/Old Winter Garden Rd
Old Winter Garden Rd/Clarke Rd
Clarke Rd/Good Homes Rd
ECrown 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 Dr/Wurst Rd
Clarcona-Ocoee Rd/A.D. Mims Rd
5
58
28
235
o
2
9
12
o
2
3
..,.....'..'.'
o
o
o
o
TABLE 1
Lake Olympia
~h1!L!La
SANITARY SEWER RESERVATIONS
DER ERUS ERUS ALREADY ERUS REMAINING
PERMITTED IN USE (RESERVED)
138 65 73
38 38
72 72
160 95 65
72 40 32
107 107
SUBDIVISION
Amber Ridge
Goodman Commercial Park
Johio Meadows
Lake Olympia Club
Oaks at Starke Lake
Plantation Grove PUD
silver Bend
182
35
147
silver Glen
231
86
145
spring Lake
336
336
Temple Grove Estates
NjA
Twin Lake Forest Addition
37
37
waterside
146
34
112
Wesmere
245
94
151
Whitehill
156
22
134
Windermere Groves
125
68
57
TOTAL ERUS TO BE RESERVED FOR CONCURRENCY PURPOSES:
1,506
.
(Table 2 data as o~tober, 1993)
Wesmere
TABLE 3
POTABLE WATER RESERVATIONS
DER ERUS ERUS ALREADY ERUS REMAINING
PERMITTED IN USE (RESERVED)
138 65 73
33 33
72 72
162 95 67
72 40 32
107 107
322 322
182 35 147
231 86 145
336 336
128 21 107
37 37
146 34 112
245 94 151
SUBDIVISION
Amber Ridge
Goodman Commercial Park
Johio Meadows
Lake Olympia
Lake olympia Club
Oaks at Starke Lake
Plantation Grove PUD
silver Bend
silver Glen
spring Lake
Temple Grove Estates
Twin Lake Forest Addition
Waterside
Whitehill
Windermere Groves
125
68
57
TOTAL ERUS TO BE RESERVED FOR CONCURRENCY PURPOSES:
1,798
.
(Table 3 data as of4lftober, 1993)
'liABLE 4
RESIDENTIAL PROJECTS ISSUED CERTIFICATES OF VESTING
OR FINAL CERTIFICATES OF CONCURRENCY
SUBDIVISION
Amber Ridge
TOTAL LOTS
138
VESTED OR CONCURRENT
Vested
RESULTING POPULATION
414
Highlands of Ocoee
50
Vested
150
Johio Meadows
72
Concurrent
216
Lake Olympia Club
72
Vested
216
Lake olympia, Lake Village
51
Vested
153
Oaks at starke Lake
107
Vested
321
Plantation Grove PUD
322
Vested
966
silver Bend
182
Vested
546
silver Glen
231
Vested
693
spring Lake
366
Vested
1098
Temple Grove Estates
133
Vested
399
Twin Lakes Forest Addition
37
Concurrent
111
Waterside
146
Vested
438
Wesmere
840
Vested
2520
Whitehill
156
Vested
468
Windermere Groves
134
Vested
402
TOTALS
3,037
9,111
(Table 4 data as otlbctober, 1993)
.
EXHIBIT B
LAKE
APDPKA
INFRASTRUCTURE
DEFICIENCIES MAP
REVISED: APRIL, 1994
1f;/8(:';~~,d
~~j;j fT.tYINCORPORATE;:'l XRE;c~