HomeMy WebLinkAboutResolution 99-18
RESOLUTION 99-18
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 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 (lithe 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 "s" and by this reference made a part
here of ("the Infrastructure Deficiencies Map"); and
WHEREAS, the Ocoee City Commission has been advised that, as of
October 16, 1999, there are three roadway segments 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 16, 1999,
there are three roadway segments 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 November 4, 1999 through September 30, 2000 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 liB" supersedes and
replaces all previously adopted Infrastructure Deficiencies Maps.
6. This Resolution shall become effective immediately upon adoption.
PASSED AND ADOPTED this 2.. ND day of November, 1999.
ATTEST:
APPROVED:
'ht~AU JAfJdlM )
Jean Grafton, City Clerk
MAIlX.IlIN GI\~EN. A~T"Lr4G Ct,TY C"E./U<.
CITY OF OCOEE, FLORIDA
;;?~.
(SEAL)
FOR USE AND RELIANCE ONLY BY
THE CITY OF OCOEE, FLORIDA.
APPROVED AS T~FORM AND
LE~ILlTY ~h~s 'J.. day of
D~t:W. 1999.
APPROVED BY THE OCOEE
CITY COMMISSION AT A MEETING
HELD ON Na'i Q,mh....1f" ~, 1999
UNDER AGENDA ITEM NO. V1i 8.
FOLE~LlfD~
By: D/ <UJ' f.,
City Attorney
C:\ALL_DA T A\BFPDFILE\CONCU RRENCY\99-00Resolution.doc
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
(FOOT) 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".
D~"'LJ&1
..
TABLE 1
OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM
Traffic Volumes and Capacities by Road Segments
Overall Summary
Road
Segment
AD. Mims Rd Wurst RdlClarke Rd E 2 7,497 96 7,593 17,400 9,807 44%
Clarke RdlApopka-Vineland Rd E 2 4,797 15 4,812 17,400 12,588 28%
AdairSt Wurst RdlClarcona-Ocoee Rd D 2 3,322 0 3,322 9,200 5,878 36%
Apopka-Vineland Rd S.R 438/AD. Mims Rd E 2 12,346 132 12,478 15,500 3,022 81%
A.D. Mims RdlClarcona-Ocoee Rd E 2 10,974 105 11,079 15,500 4,421 71%
Clarcona-Ocoee Rd/McCormick Rd E 2 14,257 45 14,302 15,500 1,198 92%
Blackwood Ave Old Winter GardE'" Rd.toSR 50 .... D 4 6,326 0 6,326 34,200 27,874 18%
Bluford Ave SR. 50/Geneva St D 2 10,371 205 10,576 13,000 2,424 81%
Geneva SVWhite Rd-Orlando Ave D 2 10,580 242 10,822 13,000 2,178 83%
White Rd-Orlando Ave/McKey St D 2 9,781 97 9,878 13,000 3,122 76%
McKey SUS.R 438 D 2 10,524 77 10,601 13,000 2,399 82%
Bowness Rd Story RdlKissimmee Ave D 2 15,781 0 15,781 15,400 (381) 102%
Kissimmee Ave/S.R 438 D 2 12,992 0 12,992 15,400 2,408 84%
Citrus Oaks Ave Old Winter Garden Rd,toSR 50 .... D 2 3,238 0 3,238 9,200 ........ 5,962 35%
Lakewood Ave SR. 438/Rewis St E 2 9,425 0 9,425 15,200 5,775 62%
Rewis SUWurst Rd E 2 7,855 0 7,855 15,200 7,345 52%
Wurst RdlFuller's Cross Rd E 2 3,463 37 3,500 15,200 11,700 23%
Clarcona-Ocoee Rd Fulle~s Cross Rd/Adair St E 2 4,521 4,305 8,826 15,200 6,374 58%
Adair SUClarke Rd E 2 4,889 194 5,083 15,200 10,117 33%
Clarke Rd/Apopka-Vineland Rd E 2 9,904 208 10,112 15,200 5,088 67%
Clarke Rd SR. 50lWhite Rd D 4 21,841 3,472 25,313 34,200 8,887 74%
White RdlS.R, 438 D 4 26,854 2,236 29,090 34,200 5,110 85%
S.R, 438/AD. Mims Rd D 4 15,769 1,285 17,054 34,200 17,146 50%
AD. Mlms Rd/Hackney-Prairie Rd D 2 9,699 910 10,609 15,200 4,591 70%
Hackney-Prairie Rd/Clarcona-Ocoee Rd D 2 6,489 545 7,034 15,200 8,166 46%
Flewelling St
Fullers Cross Rd
Ocoee Hills Rd/Russell Dr
Ocoee-Apopka/C larcona-Ocoee
Geneva St Kissimmee Rd/8luford Rd D 2 10,529 25 10,554 15,100 4,546 70%
Good Homes Rd OldW1nter Garden Rd/East-WestExPwYr E 2 13,014 484 ',", 13,498 15,900 2,402 85%
East-West Expwy/S,R,50 .. .... E 2 14,354 241 14,595 15,900 1,305 ......../9:2%
S.R, 50/Balboa Dr. E 2 18,886 172 19,058 15,900 (3,158) 120%
Balboa DrlWhite Rd E 2 14,553 172 14,725 15,900 1,175 93%
White RdlSR. 438 E 2 6,685 141 6,826 15,900 9,074 43%
Johio Shores Rd
S.R 438/AD. Mims Rd
Hackney-Prairie Rd
Hemple Ave
Clarke Rd/Apopka-Vineland Rd
Gotha RdlOldWinter Garden Rd
Kissimmee Ave
Story Rd/Bowness Rd
Maguire Rd Gotha Rd/Roberson Rd D 2 11,356 146 11,502 17,400 5,898 66%
Roberson RdfTomyn Rd 0 2 16,328 356 ,16,684 17,400 717 96%
Tomyn Rd/Professional Prkwy D 2 17,682 346 18,028 17,400 (628) 104%
Professional Prkwy/S.R, 50 D 2 17,831 134 17,965 17,400 (565) 103%
S.R 50IMarshall Farms Rd D 2 14,111 142 14,253 15,400 1,147 93%
Marshall Farms Rd/Story Rd D 2 19,290 36 19,326 15,400 (3,926) 125%
Marshall Farms Rd S. R, 50/Maguire Rd D 2 6,745 0 6,745 12,100 5,355 56%
McCormickRd Ocoee-Apopke Rd/Apopka-Vineland Rd 0 2 3,202 0 3,202 12,100 8,898
McKey St Kissimmee Ave/Bluford Ave E 2 4,866 0 4,866 11,700 6,834 42%
Ocoee-Apopka Rd S.R 438/Fullers Cross Rd E 2 10,840 0 10,840 17,400 6,560 62%
Fullers Cross Rd/McCormick Rd E 2 16,249 0 16,249 17,400 1,151 93%
Ocoee Hills Rd S.R 438/Flewelling St D 2 3,479 100 3,579 9,400 5,821 38%
Old Winter Garden Rd S.R 50/Professional Pkwy E 2 12,965 53 13,018 15,900 2,882 82%
Professional Pkwy/Blackwood Ave E 2 19,024 215 19,239 15,900 (3,339) 121%
Blackwood Ave/Hempel Ave E 2 15,519 0 15,519 15,900 381 98%
Hemple Ave/Citrus Oaks Ave ... E 2 14,380 0 14,380 .15.900 1.520 //1900/0
Citrus Oaks Ave/Good Homes Rd ",' ..., E 2 14,373 0 14,373 15,900 1,527
Good Homes Rd/Apopka-Vineland Rd E 2 20,041 0 20,041 15,900 (4,141) 126%
Orlando Ave Bluford Ave to White Rd D 2 4,402 400 4,802 14.000 9,198 34%
Professional Prkwy
Maguire Rd/Old Winter Garden Rd
Ocoee Planning Dept.
Page 1
10/7/99
TABLE 1
OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM
Traffic Volumes and Capacities by Road Segments
Overall Summary
Road
Segment
Roberson Rd
Russell Dr
lakewood Ave/Flewelling St
Windermere RdlMaguire Rd
Flewelling SUWillow Creek Rd
S.R. 50 9th SUWofford Rd D 4 42,897 245 43,142 44,000 858 98%
(West Colonial Dr) Wofford Rd/Marshall Farms Rd D 4 43,161 245 43,406 44,000 594 99%
Marshall Farms Rd/Maguire Rd D 4 44,796 476 45,272 44,000 (1,272) 103%
Maguire Rd/Old Winter Garden Rd D 4 47.236 1,093 48,329 44,000 (4,329) 110%
Old Winter Garden Rd/Blackwood Ave D 4 42,630 2,624 45,254 44,000 (1,254) 103%
Blackwood Ave/Clarke Rd D 4 44,868 2,679 47,547 44,000 (3,547) 108%
Clarke Rd/Good Homes Rd D 4 38,733 2,474 41,207 44,000 2,793 94%
S.R 438 ECrown Point Rd/Bowness Rd E 2 12,860 0 12,860 16,600 3,740 77%
(Silver Star Rd) 80wness Rd/Ocoee-Apopka Rd E 2 14,009 0 14,009 16,600 2,591 84%
Ocoee-Apopka Rd/Bluford Ave E 2 14,269 86 14,355 16,600 2,245 86%
Bluford Ave/Ocoee-Hills Rd E 2 14,363 1,690 16,053 16,600 547 97%
Ocoee-Hills Rd/Clarke Rd E 2 15,267 459 15,726 16,600 874 95%
Clarke Rd/Johio Shores Rd E 2 17,883 785 18,668 21,243 2,575 88%
Johio Shores Rd/Good Homes Rd E 2 17,090 785 17,875 21,243 3,368 84%
Story Rd 9th SUWofford Rd E 2 9,080 47 9,127 15,100 5,973 60%
Wofford Rd/Kissimmee Ave E 2 8,429 55 8,484 15,100 6,616 56%
Franklin SUMckeySt
White Rd Bluford Ave/Clarke Rd D 2 6,340 1,205 7,545 14,000 6,455 54%
( Orlando Ave) Clarke Rd/Good Homes Rd D 2 7,055 1,149 8,204 14,000 5,796 59%
Willow Creek Rd Russell DrlWurst Rd D 2 730 4 734 9,400 8,666 8%
Wurst Rd lakewood Ave/Adair St D 2 6,607 4 6,611 11,900 5,289 56%
Adair SUAD. Mims Rd D 2 8,435 4 8,439 11,900 3,461 71%
Note: Shaded roadway segments indicate those roadways which are not included in the Oeaee 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 efectively.
Ocoee Planning Dept
Page 2
10/7/99
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 1999. Comparing this existing count data with the
Total Allowable Capacity, only nine segments have existing counts
that exceed the FOOT generalized LOS capacity. The nine
segments are listed below:
. Bowness Road from Story Road to Kissimmee A venue
. Good Homes Road from State Road 50 to Balboa Drive
. Maguire Road from Tomyn Road to Professional Parkway
. Maguire Road from Professional Parkway to State Road 50
. Maguire Road from Marshall Farms Road to Story Road
. Old Winter Garden Road from Professional Parkway to
Blackwood A venue
. 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
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.)
City of Ocoee -Inventory for Concurrency Management
Page4
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.
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, there are ten segments
over 100 percent of the maximum capacity and of those ten, three
roadway segments are over the 115 percent of maximum capacity. If
a roadway segment reaches 115%, it must be placed on the
Infrastructure Deficiencies Map and development may not be
Page5
City of Ocoee _Inventory for Concurrency Management
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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.
Based on the information provided above, the three segments which
should be place on the Infrastructure Deficiencies Map are listed
below:
. Good Homes Road from State Road 50 to Balboa Drive
. Maguire Road from Marshall Farms Road to Story Road
. Old Winter Garden Road from Professional Parkway to
Blackwood A venue
The remaining seven segments which are currently over 100 percent
of capacity based on existing plus reserved volumes are:
. Bowness Road from Story Road to Kissimmee A venue
. Maguire Road from Tomyn Road to Professional Parkway
. Maguire Road from Professional Parkway to State Road 50
. 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 Old Winter Garden Road to Blackwood
A venue
. State Road 50 from Blackwood A venue to Clarke Road
These segments will be monitored closely and if any of them (or any
other segment) reaches 115 percent, the City Commission will be
notified.
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.
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 construction process. Once
City of Ocoee -Inventory for Concurrency Management
Page8
completed, a new divided roadway, Tomyn Boulevard, will be
available for public use connecting Maguire Road and Windermere
Road. 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.
The first phase of the Maguire Road widening, from Roberson Road
to State Road 50 is planned to be completed during the Year
2001/02. 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.
The widening of Professional Parkway / Old Winter Garden Road
from Maguire Road to Hemple Avenue 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. This project is
dependent on funding.
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 A.D. 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 2002/03. Old Winter Garden Road from
Apopka-Vineland to Hemple Avenue is scheduled to be widened to
four lanes in the Year 2002/03.
City ofOcoee -Inventory for Concurrency Management
Page9
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 FDOT'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
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 OUA 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 was adopted by the City Commission in the fall of
1998.
City of Ocoee -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 2.35 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 1998
through June 1999 and then averaged for the 12-month period) is
1.172 MGD (1,172,000 gallons per day).
There are 4,792 sanitary sewer customers on record with the Utility
Department, each with an existing LOS of 244 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. To address the limiting factor,
the City has begun the construction 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
City ofOcoee -Inventory for Concurrency Management
Page]]
approximately 3.5 MGD.
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. Currently, the City has 178,713 gallons of
capacity that have been reserved and are still unused. The reserved
capacity is tracked by the Finance Department.
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 2.35 MGD or 8,704 ERUs. With the 1.172 MGD
current use (which equates to 4,341 ERUs) and 178,713 gallons
reserved (as permitted) for unbuilt development the total exiting and
reserved demand on the wastewater facility is 1,350,713 gallons per
day. Adequate permitted capacity still remains for almost one
million gallons of wastewater treatment or for 3,700 ERUs.
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.
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 has begun and
is anticipated to be completed in the summer of 2000.
City ofOcoee -Inventory for Concurrency Management
Pagel2
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 St. 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 1999 as permitted by SJRWMD is 3.524 MGD (11,747 ERUs)
and 3.555 MGD (11,850) for 2000. These are calendar year permits
so the majority of our fiscal year will be measured against the 3.555
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 1998 through June 1999 was 5.006 MGD. Taking
the 20 percent average deduction for unmetered losses for such
things as hydrant flushing, leakage's, and calibration variancesjn the
meters, the average daily number of gallons actually used by
customers in the system is 4.005 MGD. (The American Waterworks
Association Research Foundation has estimated that leakage's of up
to 26 percent can be expected from a system of our size.)
There are currently 8,243 customers representing approximately
13,350 ERUs in the system. Taking the number of ERUs and the
average flow used by customers in the system, the existing LOS is
317 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 13
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 317 GPD/ERU exceed the adopted LOS as
outlined in the Comprehensive Plan. The 317 GPD/ERU is an
increase of almost 20 gallons per day over last years 298 GPD/ERU.
This increase is attributed to the residual effect of last years drought
and can be largely attributed to the watering of yards. The overall
water usage is anticipated to decrease once the City's POWR
program has had sufficient time to be effective and once the City's
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 unbuilt 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. The Finance
Department tracks 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. According to the City's
records, 205,215 gallons per day have been reserved and not are
still not used.
With a permitted well pumping capacity of 3.555 MGD, the 4.708
MGD averaged for the past year and the 205,215 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
City of Ocoee -Inventory for Concurrency Management
Page 14
water for irrigation purposes. As the reuse lines are put in place and
the reclaimed water system becomes operational, the potable water
demand will decline accordingly.
Additionally, the City's POWR program has begun as a public
information and education program in cooperation with the St. Johns
River Water Management District. One of the goals of this program
is to reduce potable water demand by 10 percent by the summer of
2000. 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 deficiencies.
There are no trunk line potable water system improvements
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 P.lant.
These improvements include new wells and high service pumps. In
late 1998 the City begun construction on major enhancements to the
distribution system.
The City has also begun construction of the first phase of the
wastewater reuse project. We anticipate being' able to supply reuse
water to selected areas by the summer of 2000. 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. The
design of the retrofit is underway. That phase of the project will take
another estimated 400 ERUs off the daily flows. We are also
City ofOcoee -Inventory for Concurrency Management
Pagel5
working on an agreement with Orlando and Orange County to allow
us to tap 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
Page16
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, 1998 through June 30, 1999, a total of 7,477 tons of
Class 1 residential garbage was transported by the City of Ocoee to
the Orange County landfill. That figure averages out to 623.08 tons
per month or 1,246,160 pounds per month or 41,538 pounds per
day. There are currently 7,280 residential garbage customers
(households) in Ocoee. At 41,538 pounds per day, that equates to
5.71 pounds per day per customer or 1.90 pounds per person per
day. The pounds per day per customer figure is consistent with
previous years.
Yard waste is contracted out to Jennings Environmental. According
to recent estimates, the average daily yard waste per customer is
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 2.89
pounds per person per day. This is still well below the 6 pounds per
person per day adopted LOS.
City of Ocoee - Inventory for Concurrency Management
Page 17
A total of 1047 tons of residential recyclables was collected from July
1998 to June 1999. That amounts to 5.53 pounds per household per
week. This represents a 1/4 pound increase 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 of Ocoee -Inventory for Concurrency Management
Page 18
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 19
VI. RECREATION
A. The existing acreage of park
land.
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 3.
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 22,746 permanent residents ( as of 4/1/99). 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 of Ocoee -Inventory for Concurrency Management
Page20
.
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
10 +/- acres
Palm Drive Park
1 +/- acres
Parks ide/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 of Ocoee -Inventory for Concurrency Management
Page2]
.
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 complete, 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 are 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
Paga22
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GRAQE CENTER
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CITY OF OCOEE
INFRASTRUCTURE
DEFICIENCIES MAP
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Deficient Roadway
Updated November 4, 1999
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