HomeMy WebLinkAboutResolution 98-17
RESOLUTION 98-17
A RESOLUTION OF THE CITY OF OCOEE, FLORIDA
RELATING TO INFRASTRUCTURE DEFICIENCIES UNDER
THE CONCURRENCY MANAGEMENT SYSTEM; ACCEPTING
A CONCURRENCY ASSSESSMENT OF INFRASTUCTURE AND
SERVICES; 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
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 Assessment of Infrastructure and Services"); and
WHEREAS, information has been collected and made available to the public
on certain infrastructure facilities as required by Article IX of Chapter 180 of the Ocoee City
Code; and
WHEREAS, based upon the Concurrency Assessment of Infrastructure and
Services and in accordance with the procedures set forth in Section 9-5 of Article IX of
Chapter 180 of the Ocoee City Code, an Infrastructure Deficiencies Map has been
prepared, said map being attached hereto as Exhibit liB" and by this reference made a part
here of (lithe Infrastructure Deficiencies Map"); and
WHEREAS, the Ocoee City Commission has been advised that, as of
October 1, 1998, 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
Assessment of Infrastructure and Services attached hereto as Exhibit "A".
3. The City Commission of the City of Ocoee hereby finds that, as of October 1, 1998,
there are no areas of the city served by infrastructure which do not meet the level of
service standards established by the Ocoee Comprehensive Plan.
4. Pursuant to Section 9-5.C of Article IX of Chapter 280 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, 1998 through September 3D, 1999 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 c2 0 r:!- day of October, 1998.
ATTEST:
APPROVED:
~
S. Scott v~ndergrfit, May ..
(SEAL)
FOR USE AND RELIANCE ONLY BY
THE CITY OF OCOEE, FLORIDA.
APPROVED AS TO FORM AND
LEGA'L1IT'!this ~O day of
OLr'f')'i1"t-/" 1998.
FOLE~ ~rNER ~~
By: ~~ ~~
City Attorney
C:\ALL_DA T A\CAPDFILE\FORMS\FORMS98070.doc
APPROVED BY THE OCOEE
CITY COM~SSION AT A MEETING
HELD ON (.7'0 BtfL .J 1) ,1998
UNDER AGENDA ITEM NO."V1T C.
EXHIBIT "A"
INFRASTRUCTURE CAPACITIES AND LEVELS OF SERVICE
INVENTORY FOR CONCURRENCY MANAGEMENT
CITY OF OCOEE, FLORIDA
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 as defined by the current
Florida Department of Transportation
(FDOT) Generalized Level Of Service
(LOS) Tables.
Table 1 outlines the vehicle volumes and capacities of all of the
roadway segments monitored by the City of Ocoee's Concurrency
Management System (CMS). The shaded roadways in Table 1 are
non-CMS roadways that may need to be monitored for concurrency
in the future. It is believed that these roadways will become
increasingly important in Ocoee's future traffic circulation needs. For
this reason, they are being included as potential CMS roadways in
the most recent monitoring program. The total capacity (vehicles per
day) shown for all roadway segments is based on the adopted LOS
as set in the Ocoee Comprehensive Plan. All of the monitored
roadway segments have an adopted LOS 0 or LOS E.
Identified below is a summarized version of FOOT's definitions of
LOS A through LOS F:
. LOS A - Primarily free flow of traffic; vehicles operate almost
completely unimpeded.
. LOS B - Reasonably free flow of traffic; vehicle movement is only
slightly restricted.
. LOS C - Vehicle speed still at or near free flow; vehicle movement
is noticeably restricted.
. LOS 0 - Speeds begin to decline slightly with increasing traffic;
freedom to maneuver is noticeably limited.
. LOS E - Speeds are noticeably reduced; operation is at capacity
with little room to maneuver.
. LOS F - Breakdown in vehicular flow; roadway is "gridlocked",
City ofOcoee -Inventory for Concurrency Management
Page 1
TABLE 1
OCOEE ROAD CONcu~t:tENCY MANAGEMENT SYSTEM
Traffic Volumes and Capacities by Road Segments
Overall Summary
Road
Segment
AD. Mims Rd Wurst Rd/Clarke Rd E 2 7,206 96 7,302 17,400 10,098 42%
Clarke Rd/Apopka-Vineland Rd E 2 4,679 15 4,694 17,400 12,706 27%
AdairSI Wursl RdlClarcona-Ocoee Rd D 2 3,204 0 3,204 9,200 5,996 35%
Apopka-Vineland Rd S.R. 438/AD. Mims Rd E 2 11,382 132 11,514 15,500 3,986 74%
AD. Mims Rd/Clarcona-Ocoee Rd E 2 10,233 105 10,338 15,500 5,162 67%
Clarcona-Ocoee Rd/McCormick Rd E 2 12,304 45 12,349 15,500 3,151 80%
Bluford Ave S.R. 50/Geneva St D 2 10,279 181 10,460 13,000 2,540 80%
Geneva StlWhile Rd-Orlando Ave D 2 10,333 121 10,454 13,000 2,546 80%
White Rd-Orlando Ave/McKey SI D 2 9,330 24 9,354 13,000 3,646 72%
McKey SUS.R. 438 D 2 9,909 0 9,909 13,000 3,091 76%
Bowness Rd Slory Rd/Kissimmee Ave D 2 11,417 60 11,477 15,400 3,923 75%
Kissimmee Ave/S.R. 438 D 2 11,153 0 11,153 15,400 4,247 72%
Lakewood Ave S.R. 438/Rewis St E 2 8,865 0 8,865 15,200 6,335 58%
Rewis SUWursl Rd E 2 7,689 0 7,689 15,200 7,511 51%
Wursl Rd/Fulle~s Cross Rd E 2 3,059 37 3,096 15,200 12,104 20%
Clarcona-Ocoee Rd Fulle~s Cross Rd/Adair St E 2 4,254 4,305 8,559 15,200 6,641 56%
Adair SUClarke Rd E 2 4,298 37 4,335 15,200 10,865 29%
Clarke Rd/Apopka-Vineland Rd E 2 8,425 51 8,476 15,200 6,724 56%
Clarke Rd S.R. 50lWhite Rd D 4 20,286 3,346 23,632 34,200 10,568 69%
White Rd/S.R. 438 D 4 23,463 1,538 25,001 34,200 9,199 73%
S.R. 438/AD. Mims Rd D 4 12,406 285 12,691 34,200 21,509 37%
AD. Mims Rd/Hackney-Prairie Rd D 2 5,551 411 5,962 15,200 9,238 39%
Hackney-Prairie Rd/Clarcona-Ocoee Rd 0 2 6,676 196 6,872 15,200 8,328 45%
Flewelling SI
Fullers Cross Rd
Ocoee Hills Rd/Russell Dr
Ocoee-ApopkaiClarcona-Ocoee
Geneva St
Good Homes Rd
Hackney-Prairie Rd Clarke Rd/Apopka-Vineland Rd
Johio Shores Rd Is.R. 438/AD. Mims Rd D 2 1,442 1 151 1,45711 11,900 1 10,4431 12%1
Kissimmee Ave 1 Story Rd/Bowness Rd 0 2 3,223 1 111 3,33411 15,400 1 12,0661 22%1
Maguire Rd Gotha Rd/Roberson Rd D 2 10,835 165 11,000 17,400 6,400 63%
Roberson RdfT omyn Rd 0 2 15,426 700 16,126 17,400 1,274 93%
Tomyn Rd/Professional Prkwy D 2 16,497 681 17,178 17,400 222 99%
Professional Prkwy/S.R. 50 D 2 16,463 191 16,654 17 ,400 746 96%
S.R. 50/Marshall Farms Rd 0 2 12,351 161 12,512 15,400 2,888 81%
Marshall Farms Rd/Story Rd 0 2 16,063 0 16,063 15,400 (663) 104%
Marshall Farms Rd S.R. 50/Maguire Rd D 2 4,966 0 4,986 12,100 7,134 41%
I McKey St I Kissimmee Ave/Bluford Ave II E II 2 II 4,292 I 24 4,31611 11,700 I 7,384 37%
Orlando Ave
Ocoee-Apopka Rd
Ocoee Hills Rd
Old Winter Garden Rd
Professional Prkwy Maguire Rd/Old Winter Garden Rd
TABLE 1
OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM
Traffic Volumes and Capacities by Road Segments
Overall Summary
S.R. 50 9th SUWofford Rd D 4 47,632 229 47,861 44,000 (3,861) 109%
(West Colonial Dr) Wofford Rd/Marshall Farms Rd D 4 45,675 439 46,114 44,000 (2,114) 105%
Marshall Farms RdlMaguire Rd D 4 43,897 668 44,565 44,000 (565) 101%
Maguire RdlOld Winter Garden Rd D 4 48,575 1,273 49,848 44,000 (5,848) 113%
Old Winter Garden Rd/Blackwood Ave D 4 40,547 3,355 43,902 44,000 98 100%
Blackwood Ave/Clarke Rd D 4 41,820 3,355 45,175 44,000 (1,175) 103%
Clarke Rd/Good Homes Rd D 4 37,556 2,371 39,927 44,000 4,073 91%
S.R. 438 E.Crown Point Rd/Bowness Rd E 2 15,601 0 15,601 16,600 999 94%
(Silver Star Rd) Bowness Rd/Ocoee-Apopka Rd E 2 15,241 0 15,241 16,600 1,359 92%
Ocoee-Apopka Rd/Bluford Ave E 2 13,317 86 13,403 16,600 3,197 81%
Bluford Ave/Ocoee-Hills Rd E 2 13,082 1,491 14,573 16,600 2,027 88%
Ocoee-Hills Rd/Clarke Rd E 2 14,955 174 15,129 16,600 1,471 91%
Clarke RdlJohio Shores Rd E 2 16,831 214 17,045 21,243 4,198 80%
Johio Shores Rd/Good Homes Rd E 2 15,992 214 16,206 21,243 5,037 76%
Story Rd 9th SUWofford Rd E 2 7,493 43 7,536 15,100 7,564 50%
Wofford Rd/Kissimmee Ave E 2 7,480 49 7,529 15,100 7,571 50%
White Rd Bluford Ave/Clarke Rd D 2 6,269 875 7,144 14,000 6,856 51%
( Orlando Ave) Clarke Rd/Good Homes Rd D 2 6,991 849 7,840 14,000 6,160 56%
Willow Creek Rd Russell DrlWurst Rd D 2 730 4 734 9,400 8,666 8%
Wurst Rd Lakewood Ave/Adair St D 2 6,375 4 6,379 11,900 5,521 54%
Adair SUA.D. Mims Rd D 2 7,351 4 7,355 11,900 4,545 62%
Note: Shaded roadway segments indicate those roadways which are not included in the Qeeee Concurrency Managament System.
Although these roadway segments are included for information purposes only, they may need to be included in the eMS at some
point in the future to monitor growth more efective/y.
B. The existing level of service measured by the average annual
number of trips per day on a roadway as provided by annual
traffic counts performed by the City of Ocoee's consultants. If a
roadway has reached the maximum capacity as defined by the
FOOT Generalized LOS Tables, the applicant may provide a
more detailed LOS analysis based on the current FOOT LOS
Standards and Guidelines or the current FOOT Manual for
Uniform Traffic Studies. The detailed LOS analysis may include
the procedure described for a Speed and Delay Study.
The volumes for existing daily traffic on the various road segments
are shown on Table 1 under the heading Existing Daily Volumes
(vehicles per day). These volumes were established by 24 hour
traffic counts collected by the City's transportation planning
consultant in July and August of 1998. Comparing this existing count
data with the Total Allowable Capacity, only five segments have
existing counts that exceed the FOOT generalized LOS capacity.
The five segments are listed below:
. Maguire Road from Marshall Farms Road to Story Road
. Old Winter Garden Road from Professional Parkway to
Blackwood A venue
. State Road 50 from 9th Street to Wofford Road
. State Road 50 from Wofford Road to Marshall Farms Road
. State Road 50 from Maguire Road to Old Winter Garden Road
Because of the margin of error involved in counting daily traffic, the
State actually allows cities to "cap" the daily volumes higher than the
roadway capacity established for the adopted LOS. It is for this
reason the City's concurrency management system does not place a
road segment on the Infrastructure Deficiencies Map until it reaches
115 percent of the LOS of that particular roadway segment. (See
Paragraph F below for a discussion of capacities of roadway
segments after reserved trips are added to existing trips.)
C. The adopted LOS standards (as defined by the current FOOT
Generalized Tables) for all roads classified under the FOOT's
roadway functional classification system.
The adopted LOS for all roadways is listed on Table 1. If a roadway
or road segment has reached the maximum capacity for vehicles per
day, an applicant may opt to submit an alternative method of study
using the current FOOT LOS Standards and Guidelines.
City ofOcoee -Inventory for Concurrency Management
Page 4
D. The existing unallocated capacities or deficiencies of the
roadway network.
The available capacities under today's traffic conditions are obtained
by subtracting existing daily volumes from the total roadway capacity.
Other than the five segments listed under section B, all roads have
capacity based on existing traffic ( before reserved trips are
accounted for).
E. The capacities reserved for those projects with a Final
Certificate of Concurrency or Transportation Capacity
Reservation Certificate.
Trips are reserved for those projects with Final Certificates of
Concurrency (FCC's) or Transportation Capacity Reservation
Certificates (TCRC's). These projects with reserved trips are listed
on Table 2. The total reserved trips for each road segment are also
listed on Table 1. For those developments which are currently in the
building stage, units which are already adding trips on the road
(homes or businesses that are occupied) have been subtracted from
the overall total trips that are concurrent (to avoid double counting).
F. The projected capacities or deficiencies due to those projects
with a Final Certificate of Concurrency or Transportation
Capacity Reservation Certificate.
The total trips generated by those projects with a FCC or a TCRC is
recorded in the Reserved column of Table 1. When added to
existing traffic, the combined amount must be less than 115 percent
of the maximum allowable capacity for each road segment, or the
segment is placed on the Infrastructure Deficiencies Map.
Based on existing trips plus reserved trips, and using the 115
percent of maximum capacity, there are no roadway segments over
capacity.
There are eight segments over 100 percent of the maximum capacity
for their respective LOS. These segments will be monitored closely
and if any of them (or any other segment) reaches 115 percent, the
City Commission will be notified. If a roadway segment reaches
115%, it must be placed on the Infrastructure Deficiencies Map and
development may not be approved which affects that roadway
segment unless a project is vested, has a valid FCC or TCRC, or if
an alternative study (FOOT approved) proves the segment would still
operate at acceptable FOOT standards.
City ofOcoee -Inventory for Concurrency Management
Page 5
TABLE 2
OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM
Traffic Volumes and Capacities by Road Segments
Traffic Volume Assignments
10/14/98
Grimes Lake Bennet Lake Lotta ORis Remington Lake Health
Office Centre Ph.1 (both ORis) Oaks Olympia Central Summerville
Road Segment Park (Lots 3, 4, 8) (Remaining lots) (47 Lots) Lot3A 45,266s1 ALF Sub-Total
AD. Mims Rd Wurst Rd/Clarke Rd 96 96
Clarke Rd/Apopka-Vineland Rd 15 15
AdairSt Wurst Rd/Clarcona-Ocoee Rd 0
Apopka-Vineland Rd S.R. 438/AD. Mims Rd 105 27 132
A.D. Mims Rd/Clarcona-Ocoee Rd 105 105
Clarcona-Ocoee Rd/McCormick Rd 45 45
Blackwood Ave Old Winter Garden Rd.' to SR 5 = 1,073
Bluford Ave S.R. 50/Geneva St 109 72 181
Geneva StlWhite Rd-Orlando Ave 97 24 121
While Rd-Orlando Ave/McKey St 24 24
McKey SUS.R. 438 0
Bowness Rd Story Rd/Kissimmee Ave 60 60
Kissimmee Ave/SR. 438 0
QldWirltebGat ,> >>,>>.,>>.II>I }}} >' 0
Lakewood Ave S.R. 438/Rewis St 0
( Clarcona-Ocoee) Rewis SUWursl Rd 0
Wurst RdlFuller's Cross Rd 37 37
Clarcona-Ocoee Rd Fulle(s Cross Rd/Adair St 624 3644 37 4,305
( Lakewood Ave) Adair SUClarke Rd 37 37
Clarke Rd/Apopka-Vineland Rd 51 51
Clarke Rd S.R. 50lWhile Rd 555 1957 188 514 132 3,346
White Rd/S.R 438 428 337 443 330 1,538
S.R. 438/AD. Mims Rd 181 55 49 285
AD. Mims RdlHackney-Prairie Rd 365 46 411
Hackney-Prairie Rd/Clarcona-Ocoee Rd 150 46 196
Flewelling SI Ocoee Hills Rd/Rewis SI 4
Fullers Cross Rd Ocoee-Apopka/C larcona-Ocoee 0
Geneva SI 85
Good Homes Rd 484
241
31
31
0
Hackney-Prairie Rd Clarke Rd/Apopka-Vineland Rd 515
0
Johio Shores Rd Is.R. 438/A.D. Mims Rd 51 1011 151
Kissimmee Ave Story RdlBowness Rd
Maguire Rd Gotha Rd/Roberson Rd 38 127 165
Roberson Rdrromyn Rd 457 127 116 700
Tomyn Rd/Professional Prkwy 438 127 116 681
Professional Prkwy/S.R 50 116 75 191
S.R. 50/Marshall Farms Rd 106 55 161
Marshall Farms Rd/Story Rd 0
TABLE 2
OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM
Traffic Volumes and Capacities by Road Segments
Traffic Volume Assignments
10/14/98
Grimes Lake Bennet Lake Lotta ORis Remington Lake Health
Office Centre Ph.1 (both ORis) Oaks Olympia Central Summerville
Road Segment Park (Lots 3, 4, 8) (Remaining lots) (47 Lots) Lot3A 45,266sf ALF Sub-Total
Marshall Farms Rd
McKey St Kissimmee Ave/Bluford Ave
Ocoee-Apopka Rd 0
0
Oeoee Hills Rd 14
Old Winter Garden Rd 270
432
537
537
420
380
Orlando Ave 0
Professional Prkwy 204
0
0
Russell Dr Flewelling StNVillow Creek Rd 4
S.R. 50 9th StlWofford Rd 229 229
(West Colonial Dr) Wofford Rd/Marshall Farms Rd 229 210 439
Marshall Fanms RdlMaauire Rd 458 210 668
Maauire Rd/Old Winter Garden Rd 1,075 0 198 1,273
Old Winter Garden Rd/Blaekwood Ave 366 1827 89 1073 3,355
Blackwood Ave/Clarke Rd 366 1827 89 1073 3,355
Clarke Rd/Good Homes Rd 1962 24 385 2,371
S.R. 438 E.Crown Point RdlBowness Rd 0
(Silver Star Rd) Bowness Rd/Oeaee-AooDka Rd 0
Oeaee-Aaoaka Rd/Bluford Ave 86 86
Bluford Ave/Oeaee-Hills Rd 1,317 132 42 1,491
Oeaee-Hills Rd/Clarke Rd 132 42 174
Clarke RdlJohio Shores Rd 128 86 214
Johio Shores Rd/Good Homes Rd 128 86 214
Story Rd 9th StlWofford Rd 43 43
Wofford Rd/Kissimmee Ave 6 43 49
T syler 51
I Franklin 5t1Mckey SI
II
I t\;s..
I'
<;;i","'>H"
II
o I
White Rd Bluford Ave/Clarke Rd 44 746 5 70 10 875
( Orlando Ave) Clarke Rd/Good Homes Rd 62 746 31 10 849
Willow Creek Rd Russell DrlWurst Rd 4 4
Wurst Rd Lakewood Ave/Adair St 4 4
Adair StlAD. Mims Rd 4 4
Note: Shaded roadway segments indicate those roadways which are not included in the Oeoee Concurrency Managament System.
Although these roadway segments are included for information purposes only, they may need to be included in the eMS at some
point in the future to monitor growth more efective/y.
The segments currently over 100 percent of capacity based. on
existing plus reserved volumes are:
. Maguire Road from Marshall Farms Road to Story Road
. Old Winter Garden Road from Professional Parkway to Blackwood
A venue
. Old Winter Garden Road from Blackwood A venue to Hemple
A venue
. State Road 50 from 9th Street to Wofford Road
. State Road 50 from Wofford Road to Marshall Farms Road
. State Road 50 from Marshall Farms Road to Maguire Road
. State Road 50 from Maguire Road to Old Winter Garden Road
. State Road 50 from Blackwood A venue to Clarke Road
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.
Remington Oaks, formerly known as Burnden Park, is in the process
of constructing Hackney-Prairie Road from where it ends today to the
project's property limits. This will make Hackney-Prairie a through-
street from Apopka-Vineland Road to Clarke Road, although traffic
patterns may not change dramatically since only the new portion of
Hackney-Prairie Road will be paved. (The County portion will remain
a dirt road, at least for the immediate future.)
Brookestone, formerly known as Westport, is located on the west
side of Maguire Road between Wesmere and the existing Tomyn
Road. This project is currently in the permitting process. Once
approved, the developer will build a new realigned Tomyn Road.
This road will eventually tie into Windermere Road after the southern
leg of the Western Beltway is built. This road will provide an
additional east-west road south of State Road 50.
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 FOOT, or other public agency and the impact of such
improvements on the existing capacities or deficiencies.
City ofOcoee - Inventory for Concurrency Management
Page 8
The first phase of the Maguire Road widening, from Roberson Road
to State Road 50 is planned to be completed during the Year
2000/01. The timing on this project - which includes the bridge -
depends to a large extent on the final design of the project and the
final configuration of the intersection with State Road 50. If the
preferred intersection configuration is built additional right-of-way
may be required.
The widening of Professional Parkway from Maguire Road to Old
Winter Garden Road is also in the City's CIP. The timing of this
project also depends on the City's preferred intersection alignment at
the Professional Parkway / Old Winter garden Road intersection, as
well as pay back agreements with the County and, to some extent,
on the developer of the West End Professional Park. The four laning
of this roadway, as well as the intersection improvements at Maguire
Road and Old Winter Garden Road will create a parallel roadway to
State Road 50. The parallel roadway allows motorist in southern
Ocoee to travel east/west without using State Road 50.
The extension of Maine Street as a four lane roadway from
Blackwood Avenue to Bluford Avenue and then to Maguire Road will
create another parallel roadway to State Road 50. This roadway will
function similar to Professional Parkway by allowing motorists to
travel east/west without using State Road 50.
Orange County has three proposed projects in its current CIP which
will have an impact on Ocoee's road system. The Apopka-Vineland
Road project, which will realign Apopka-Vineland Road from its
intersection with AD. Mims Road south to Silver Star and then
extend the road south to State Road 50, is planned for phased
construction starting in late 1999. Clarcona-Ocoee Road from
Hiawassee Road to Ocoee-Apopka Road is planned to be widened
to four lane in the Year 200/01. Old Winter Garden Road from
Apopka-Vineland to State Road 50 is scheduled to be widened to
four lanes in the Year 2000/01.
The FOOT is in the right-of-way acquisition phase of its Silver Star
Road (from Hiawassee Road to Clarke Road) widening project. This
project and improvements at the intersection of Silver Star and
Ocoee Hills Roads are both in the FOOT's current Five-Year Plan.
The construction of the Western Beltway was begun in June of 1998.
It is anticipated that the segment from US 441 in Apopka to State
Road 50 in Ocoee will be completed by the year 2001. This
roadway is anticipated to change the driving habits of many west
Orange County residents. Changes in Ocoee's traffic patterns will be
City ofOcoee -Inventory for Concurrency Management
Page 9
closely monitored when the project is complete.
Progress on the above projects will be monitored and changes to the
roadway capacities will be made as appropriate.
I. Annual update of the City's transportation network as modeled
using the Region's most recent QUA Ts model.
During the fall of 1997, City staff and the City's transportation
consultant, TransCore, began developing a Master Transportation
Plan for the City of Ocoee. This plan is intended to identify the
various transportation issues that will affect the City through the year
2020. The plan will also develop alternative solutions / remedies to
address the identified issues.
To date input from the City Commission and Planning and Zoning
Commission has been received on the alternatives. These
alternatives are now being evaluated on a project by project basis to
determine their effectiveness. The most effective projects from all of
the alternatives will be combined into a recommended transportation
plan that, based on anticipated funding, will be incorporated into a
phasing plan based on its ability to improve safety, increase mobility
and relieve congestion. The recommended prioritized plan will be
brought to the City Commission in the coming months for their
consideration.
City ofOcoee - Inventory for Concurrency Management
Page 10
II. SANITARY SEWER
A. The design capacity of the
wastewater treatment facility.
The City of Ocoee has one
wastewater treatment facility
with a permitted treatment
capacity of 3.0 million gallons
per day (MGD). The current
Florida Department of
Environmental Protection (DEP) operation permit limits treatment
capacity to the current effluent disposal capacity of 1.10 MGD. This
is the current permitted effluent disposal capacity of the combined
wastewater treatment plant site effluent ponds and the golf course.
B. The existing level of service standard for average daily flows
per equivalent residential unit.
The existing level of service (LOS) is calculated by dividing the
number of equivalent residential units (ERUs) into the average daily
flows represented by the existing customer base.
The average daily flow (daily flow counts taken from July 1997
through June 1998 and then averaged for the 12-month period) is
1.112 MGD (1,112,000 gallons per day).
There are 4,481 customers on the each with an existing LOS of 248
gallons per day (GPO) 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 (GPO) per ERU.
D. The existing capacities or deficiencies of the system.
The limiting factor for Ocoee's wastewater treatment plant is its
permitted effluent disposal capacity. Although the current 1.112
MGD Annual Average Daily Flow ( AADF) through the plant exceeds
the existing effluent disposal permit limitation of 1.1 MGD AADF, we
are not under threat of enforcement action by any regulatory
agencies, since we have permit applications in to various agencies
for expansion of our effluent reuse and disposal systems.
The agencies are in the process of reviewing those applications, and
City ofOcoee -Inventory for Concurrency Management
Page 11
we expect to be issued new permits within the next few months.
These new permits will allow us to cooperate with the City of Winter
Garden to operate our wastewater treatment plants to make the most
efficient use of reclaimed water.
Phase I of the proposed reclaimed water system will provide up to
1.5 MGD AADF of effluent disposal capacity. When combined, the
disposal capacity of phases I through IV of the currently envisioned
system would be approximately 3.5 MGD AADF.
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 Department of Environmental
Protection (DEP) permit. Table 3 outlines the projects which fall
under this category and the number of gallons of capacity that have
been reserved and are still unused for each of those projects.
The current wastewater facility has a treatment capacity of 3.0 MGD.
The system as currently permitted by DEP for effluent disposal can
treat a total of 1.1 MGD or 4,074 ERUs. With the 1.112 MGD
current use (which equates to 4,118 ERUs) and 291,373 gallons
reserved (as permitted) for unbuilt development (1,079 ERUs), it
appears the system is over capacity. However, many of the projects
with capacity in the reserved bank will take several years to build out.
To address the limiting factor, which is the effluent disposal capacity
of the City's system, the City will begin construction in late 1998 of
Phase I of an effluent reuse project that will allow us to distribute
reclaimed water to the homes and businesses along the Clarke Road
corridor. Phase I of this effluent reuse project will increase the
wastewater treatment facility's effluent disposal capacity to 1.5 MGD,
and future phases of the project will bring our ultimate effluent
disposal capacity to approximately 3.5 MGD.
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.
All new development along the Clarke Road corridor will be required
to install reuse lines as part of their infrastructure improvements.
This includes the Prairie Lakes developments, Remington Oaks and
other property along Clarke Road.
City ofOcoee -Inventory for Concurrency Management
Page 12
TABLE 3
WASTEWATER CAPACITY
37,450 6,480
41 ,440 1,350
Cross Creek 104,800 14,985
Florida Urology Group 540 540
Grimes Office Park 1,904 1,904
Goodman Commercial Park 9,910 8,209
Lake Bennett Centre (Lot 5) 3,575 3,575
Lake Lotta Professional Office 850 850
Lake Olympia Square, Ph 1 & 2 4,500 645
Lakendon 30,000 24,190
Olympia Cove, South Village 12,960 12,960
Plantation Grove Shopping Center 10,931 869
Prairie Lakes Phase 2,3,4,5 45,300 45,300
Remington Oaks Phase 2 23,220 23,220
Spring Lake 91,250 50,220
57,450 10,530
est Oaks Mall 156,436 30,376
est End Professional Park 43,290 43,290
hitehill, Phase II 11,880 11,880
TOTAL 687,686 291,373
City ofOcoee -Inventory for Concurrency Management
Page 13
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.
Construction of Phase I of the effluent reuse project should begin in
late 1998.
City ofOcoee - Inventory for Concurrency Management
Page 14
III. POTABLE WATER
A. The design capacity of the potable
water treatment facilities.
There are three water plants
interconnected in the City of Ocoee.
The pumping capacity permitted by
FDEP is as follows:
South Water Plant:
Forest Oaks Water Plant:
Jamela Water Plant:
Total for the 3 Plants:
5.076 MGD
3.096 MGD
2.880 MGD
11.052 MGD (36,840 ERUs)
The S1. Johns River Water Management District (SJRWMD)
regulates the allowable water withdrawal for potable water production
for the City's water system. The average annual daily flow (AADF)
for 1998 as permitted by SJRWMD is 3.464 MGD (11,547 ERUs)
and 3.524 MGD (11,747) for 1999. These are calendar year permits
so the majority of our fiscal year will be measured against the 3.524
MGD.
B. The existing level of service measured by the average number
of gallons per day per unit based on the average flows
experienced.
The average number of gallons used per day based on the 12-month
average from July 1997 through June 1998 was 4.708 MGD. Taking
the 20 percent average deduction for unmetered losses for such
things as hydrant flushing, leakages, and calibration variances in the
meters, the average daily number of gallons actually used by
customers in the system is 3.766 MGD. (The American Waterworks
Association Research Foundation has estimated that leakages of up
to 26 percent can be expected from a system of our size.)
There are currently 8,167 customers representing approximately
12,600 ERUs in the system. Taking the number of ERUs and the
average flow used by customers in the system, the existing LOS is
298.9 GPD/ERU.
c. The existing potable water storage capabilities of the water
system.
The water storage capabilities are as follows:
South Water Plant:
1,250,000 Gallons
City ofOcoee -Inventory for Concurrency Management
Page 15
Forest Oaks Water Plant: 1,050,000
Jamela Water Plant: 1.000.000
Total: 3,300,000 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 modeling). The existing system is tested by the Ocoee
Fire Department on a regular basis through gauging fire hydrants.
E. The adopted level of service standards for the potable water
facilities.
The adopted LOS is 300 GPD/ERU.
F. The existing capacities or deficiencies of the system.
The existing LOS of 298.9 GPD/ERU meets the adopted LOS as
outlined in the Comprehensive Plan. The average daily flows
represented by the current customers are above the permitted
capacity; however, because this can be largely attributed to the
watering of yards, it should be reconciled as soon as the reuse
system is in place and certain parts of the City start using reclaimed
water for irrigating their lawns. (See Paragraph G below for a
discussion of capacities remaining after reserved gallons are added
to existing gallons in the system.)
G. The capacities reserved for approved but un built development.
For concurrency purposes regarding potable water, the City of
Ocoee defines approved but unbuilt developments as those portions
of a project which have not yet been built but which have potable
water capacity reserved through a DEP permit. Table 4 outlines the
projects which fall under this category and the number of potable
water gallons that have been reserved and are still unused for each
of those projects.
With a permitted well pumping capacity of 3.524 MGD, the 4.708
MGD averaged for the past year and the 254,870 gallons reserved
for approved but unbuilt development, put the system - as permitted -
over capacity. This again is a result of having to use strictly potable
water for irrigation purposes. As the reuse lines are put in place and
the reclaimed water system becomes operational, the potable water
City of Dc Dee -Inventory for Concurrency Management
Page 16
TABLE 4
WATER CAPACITY
Cross Creek 112,700 16,710
Florida Urology Group 600 600
Goodman Commercial Park 12,000 10,110
Grimes Office Park 2,100 2,100
Lake Olympia Square, Phase 1 6,650 1,284
Lakendon 30,000 26,850
Plantation Grove Shopping Center 11,000 966
Prairie Lakes, Phases 2,3,4,5 52,850 52,850
Remington Oaks 27,000 27,000
Spring Lake 63,350 55,800
Oaks at Starke Lake (Admiral Point) 38,000 7,200
Wesmere 80,500 11 ,100
West Oaks Mall 41,500 4,000
Whitehill, Phase II (Wedgewood ) 35,400 18,300
20,000 20,000
533,650 254,870
demand will decline accordingly. It should also be noted that the
reserved capacity for approved but unbuilt development will come on
line over the next several years. It is included in this report as a tool
to helping plan for future needs of the system.
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 deficie~cies.
There are no trunk line potable water system improvements
City ofOcoee - Inventory for Concurrency Management
Page 17
scheduled to be made by developers in this fiscal year; however, as
stated previously in this report, the installation of reuse lines by future
developers along the Clarke Road corridor will help alleviate 30-to-40
percent of total residential flows for those future customers which can
be directly attributed to irrigation purposes.
I. The improvements to be made in the current fiscal year by the
City of Ocoee and the impact of such improvements on the
existing capacities or deficiencies.
As part of the recent bond issue, the City has completed major
upgrades to the South Water Plant and Forest Oaks Water Plant.
These improvements include new wells and high service pumps. In
late 1998 the City will begin construction on major enhancements to
the distribution system.
The City has also begun design of the first two phases of the
wastewater reuse project. We anticipate being able to supply reuse
water to selected areas by the fall of 1998. This will reduce the
irrigation demand on the water system which will reduce the amount
of water pumped. The wastewater reuse project will initially serve
the mall area and Clarke Road medians with reclaimed water. That
alone will cut the potable water consumption by some 250 ERUs.
The 1997 Bond Issue included funds for the future retrofitting of
several existing subdivisions along the Clarke Road corridor. That
phase of the project will take another estimated 400 ERUs off the
daily flows. We are also discussing with Orlando and Orange
County, the possibility of tapping into the Conserve line that runs
along Roberson Road. This would allow us to provide reuse water
for irrigation to Wesmere, Windermere Groves, and Cross Creek as
well as other development that will occur south of the Turnpike along
Maguire Road. This will further reduce our withdrawal from the
aquifer and will bring us at or below the level of withdrawal permitted
by SJRWMD.
City ofOcoee - Inventory for Concurrency Management
Page 18
IV. SOLID WASTE
A. The percentage of the total
amount of solid waste
disposal capacity allocated to
the City of Ocoee by Orange
County or other applicable
solid waste disposal facilities.
The City of Ocoee currently
provides residential solid waste collection services. Commercial
garbage is franchised to a private contractor. The City of Ocoee
does not have a contract with Orange County for a certain allotment
of solid waste disposal capacity. Orange County has not notified the
City of any limitation or of any maximum allowable waste that will be
accepted from the City. To this end, the City will permit additional
customers until notified otherwise by the County.
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 1 garbage from
recyclable and yard waste.
From July 1, 1997 through June 30, 1998, a total of 7,540 tons of
Class 1 residential garbage was transported by the City of Ocoee to
the Orange County landfill. That figure averages out to 628.33 tons
per month or 1,256,660 pounds per month or 41,889 pounds per
day. There are currently 7,302 residential garbage customers
(households) in Ocoee. At 41,889 pounds per day, that equates to
5.74 pounds per day per customer or 1.91 pounds per person per
day. The pounds per day per customer figure is consistent with
previous years.
Yard waste is calculated separately. Yard waste was collected by
the City until March 12, 1998, at which time the service was
contracted out to Jennings Environmental. While the City provided
this service, the average daily yard waste per customer was 2.98
pounds per customer per day or .99 pounds per person per day.
That added to the above figure for Class 1 garbage equals 2.9
pounds per person per day. This is still well below the 6 pounds per
City ofOcoee -Inventory for Concurrency Management
Page 19
person per day adopted LOS.
A total of 1005 tons of residential recyclables was collected from July
1997 to June 1998. That amounts to 5.29 pounds per household per
week. This represents a 1/2 pound drop in the amount of weekly
recycling per household from the previous year.
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.
D. The existing recycling criteria as established by the Florida
Department of Environmental Protection and Orange County.
The City of Ocoee began its residential recycling program in July
1990 in accordance with state and local regulations. All businesses
and all multi-family housing within Orange County began recycling in
1995. Multi-family garbage collection is provided by the City's
commercial garbage collector. Recycling services for commercial and
multi-family developments may be done by the City's private
commercial garbage contractor or any independent recycling
company as long as they are certified as a recovered materials
dealer.
City ofOcoee -Inventory for Concurrency Management
Page 20
v. STORMWATER DRAINAGE
The City's land Development Code
requires that each new development
design and install a stormwater
management system that serves the
project. In addition to projects associated with new development,
the City has begun several projects to help improve stormwater
conditions in the City. These projects have been divided into several
phases and groups.
A. The existing level of service
measured by storm event as
determined by the City of Ocoee
and its consulting engineers.
The Phase I Group I drainage improvement projects are complete.
These were mostly underdrain improvements to solve yard flooding.
The Phase I Group II projects have gone to bid are in various stages
of completion. These improvements address localized flooding at
the intersection of Bluford and Orlando Avenues, the Sullivan Ditch,
the intersection of Flewelling and Russell, Pioneer Key I, and others.
The climbing excavator has been used extensively to maintain
ditches throughout the City. It can travel along the bottom of a ditch,
through up to four feet of standing water. It allows routine custodial
maintenance of ditches for which there is a limited right-of-way, by
minimizing the need to travel along the top of the ditch bank.
As reported last year, the City was a co-applicant with Orange
County for both Part I and Part II of the U.S. EPA National Pollutant
Discharge Elimination System (NPDES) stormwater permit
application. The final permit was issued on February 14, 1996.
The permit was effective April 1, 1996 and is valid through February
28, 2001. It includes requirements for pollutant monitoring and
drainage system improvements. The annual report for the first year
of the permit was submitted in September 1997.
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.
City ofOcoee - Inventory for Concurrency Management
Page 21
VI. RECREATION
There are 151.25 acres of park
land in the City of Ocoee. The
list of parks with the
corresponding acres is included
in Table 5.
A. The existing acreage of park
land.
B. The existing level of service measured by the number of acres
of park land available per 1,000 residents of the City of Ocoee
based on an inventory of park lands in the City and the
population of the City.
According to the Bureau of Economic and Business Research
(BEBR) at the University of Florida, the latest population figures for
Ocoee show 21,653 permanent residents ( as of 4/1/98). With
151.25 acres of existing park land, that gives the City an existing
LOS of 6.985 or 7.0 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. As stated above, the existing LOS is 7.0 acres of park
land for every 1,000 current residents. This leaves sufficient capacity
in the system for additional residents.
D. The capacities reserved for those projects with a Final
Certificate of Concurrency.
There are no residential developments with Final Certificates of
Concurrency which must be included in determining capacities or
deficiencies.
E. The projected capacities or deficiencies due to those projects
with a Final Certificate of Concurrency.
As stated above, there are no residential developments with Final
Certificates of Concurrency with populations that must be added to
the existing population; therefore, there are no deficiencies in park
acreage as a result of planned development. There is capacity
under the current park acreage and current park land LOS for
16,159.5 additional residents.
City ofOcoee -Inventory for Concurrency Management
Page 22
Beech Recreational Complex
(Phase 1)
10 +/- acres
Central Park Complex
23 +/- acres
Forest Lake Golf Club
60 +/- acres *
Forest Oaks Park
0.25 +/- acres
John Vignetti Park
22 +/- acres
Municipal Park Complex
1 0 +/- acres
Palm Drive Park
1 +/- acres
Parkside/Coventry Park
4 +/- acres
Peach Lake Park/Russell Drive
Park
Sorenson Junior /
Senior League Baseball Field
3 +/- acres
8 +/- acres
Silver Glen Park
5 +/- acres
Tiger Minor Park
5 +/- acres
TOTAL ACRES OF PARK LAND 151.25 TOTAL ACRES
*This presumes 25 percent of the total 240 acre site benefits Ocoee residents (based on the
usage of the course).
F. The improvements or additions of land to be made to the
recreation system in the current fiscal year by any approved
projects pursuant to previous development orders and the
impact of such improvements on the existing capacities or
deficiencies.
There are no park lands scheduled to be added to the city-wide park
system by developers in the 1998-99 fiscal year; however, residential
subdivisions are still required by the Land Development Code to
City ofOcoee - Inventory for Concurrency Management
Page 23
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, but it does reduce the demand on certain
public facilities.
G. The improvements or additions of land to be made to the
recreation system in the current fiscal year by the City of Ocoee
and the impact of such improvements on the existing capacities
or deficiencies.
The new recreational complex on A.D. Mims Road will operate under
a lease arrangement with the Wastewater Fund for the land it will
occupy. Since this lease arrangement is in place, and the first
phase of the project is under design and set to begin construction in
late 1998, the 10 acres for Phase I has been included in the
inventory of park lands.
The City is also planning to add approximately 40 acres to the city-
wide park system in the near future. Details about the exact location
and size of the parks is not known at this time. It is anticipated that
one park site will be created in the area south of State Road 50 in
the Maguire Road area while other park areas will be created in the
northeast section of the City. The 40 acres has not been included in
the inventory.
City ofOcoee -Inventory for Concurrency Management
Page 24