HomeMy WebLinkAboutResolution 2001-12
RESOLUTION 2001-12
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 THA~ THERE ARE NO
INFRASTRUCTURE DEFICIENCI S WITHIN THE CITY;
ADOPTING AN INFRASTRUCT RE 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 "B" 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, 2001, there are no infrastructure deficiencies with respect to 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, 2001,
there are no infrastructure deficiencies with respect to 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 7, 2001 through September 30, 2002 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 (, r!- day of November, 2001.
ATTEST:
APPROVED:
(SEAL)
FOR USE AND RELIANCE ONLY BY
THE CITY OF OCOEE, FLORIDA.
APPROVED AS TO I;J)RM AND
Lj3AILlTY this ~. day of
o~~001.
:::LEfd:lt~
City Attorney
APPROVED BY THE OCOEE
CITY COMMISSION AT A MEETING
HELD ON lIloUt!:fh~~~ ~, 2001
UNDER AGENDA ITEM NO. J7iI. E.
O:\DFOL TZ\CONCURRENCY\ANNUALREPORT01-02Resolution.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 (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 D or LOS E.
Identified below is a summarized version of FDOT'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 D - 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 I
TABLE 1
OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM
Traffic Volumes and Capacities by Road Segments
Overall Summary
Roadway
Segment
Segment Limits
(From-To)
A.D. Mims Rd Wurst RdlClarke Rd E 2 6,998 1,561 8,559 17,400 10,402 8,841 40% 49%
Clarke Rd/ADoDka-Vineland Rd E 2 4,124 1,383 5,507 17 ,400 13,276 11,893 24% 32%
AdairSt Wurst RdlClarcona-Ocoee Rd 0 2 3,121 3 3,124 9,200 6,079 6,076 34% 34%
Apopka-Vineland Rd S.R. 438/A.O. Mims Rd E 2 12,742 1,445 14,187 15,500 2,758 1,313 82% 92%
A.D. Mims RdlClarcona-Ocoee Rd E 2 10,741 890 11,631 15,500 4,759 3,869 69% 75%
Clarcona-Ocoee RdlMcCormick Rd E 2 12,653 952 13,605 15,500 2,847 1,895 82% 88%
'!$Il%!." :'::1!!j$'~1~ 11111a1'. WfKlttlJj2fiJi-
"<'h-<","
Bluford Ave S.R. SO/Geneva St 0 2 11,420 2,395 13,815 13,000 1,580 (815) 88% 106%
Geneva SlIWhite Rd-Orlando Ave 0 2 11,852 2,152 14,004 13,000 1,148 (1,004) 91% 108
White Rd-Orlando AvelMcKey St 0 2 10,129 1,478 11,607 13,000 2,871 1,393 78% 89%
McKev St/S. R. 438 0 2 10,753 721 11,474 13,000 2,247 1,526 83% 88%
Bowness Rd Story RdJKissimmee Ave 0 2 15,561 1,477 17,038 15,400 (161) (1,638) 101% 111%
Kissimmee Ave/S.R. 438 0 2 13,686 1,026 14,712 15,400 1,714 688 89% 96%
~)1, '::' )$lj!IQW7fifJ1F"HMMMbA nnW2US'" 'Dlii
Lakewood Ave S.R. 438/Rewis St E 2 9,115 1,028 10,143 15,200 6,085 5,057 60% 67%
Rewis St/Wurst Rd E 2 7,354 1,028 8,382 15,200 7,846 6,818 48% 55%
Wurst RdlFulle(s Cross Rd E 2 3,199 1,045 4,244 15,200 12,001 10,956 21% 28%
Clarcona-Ocoee Rd Fulle(s Cross RdlAdair St E 2 5,376 8,939 14,315 15,200 9,824 885 35% 94%
Adair St/Clarke Rd E 2 5,732 2,878 8,610 15,200 9,468 6,590 38% 57%
Clarke Rd/ADODka-Vineland Rd E 2 9,516 3,766 13,282 15,200 5,684 1,918 63% 87%
Clarke Rd S.R. 50lWhite Rd 0 4 22,601 5,387 27,988 34,200 11,599 6,212 66% 82%
Whrte RdlS. R. 438 0 4 26,727 3,360 30,067 34,200 7,473 4,113 78% 88%
S.R. 438/A.O. Mims Rd 0 4 15,544 3,782 19,326 34,200 18,656 14,874 45% 57%
A.D. Mims RdlHackney-Prairie Rd 0 2 7,304 3,272 10,576 15,200 7,896 4,624 48% 70%
Hackney-Prairie RdlClarcona-Ocoee Rd 0 2 5,479 2,575 8,054 15,200 9,721 7,148 36% 53%
Flewellin St
Fullers Cross Rd
Ocoee Hills RdlRussell Dr
Ocoee-A 0 ka/Clarcona-Ocoee
o
E
2
2
3,614
3,873
15
59
3,629
3,932
9,400
11,900
5,786
8,027
5,771
7,968
38%
33%
39%
33%
Geneva St
Good Homes Rd
Hackne -Prairie Rd Clarke RdlA 0 ka-Vineland Rd 0 11,558 5% 12%
}I.I#II++" lIIIWW2111
Johlo Shores Rd Is.R. 438/A.O. Mims Rd 0 8291 84 1 8931 11,900 I 11,071 I 11,0071 7%1 8%1
Kissimmee Ave I StOry RdlBowness Rd 0 2 4,7231 3921 5,1151 15,400 I 10,6771 10,2851 31%1 33%1
Maguire Rd Gotha Rd/Roberson Rd 0 2 11,136 1,747 12,883 17,400 6,264 4,517 84% 74%
Roberson RdIT omyn Rd 0 4 19,553 1,629 21,182 34,200 14,847 13,018 57% 62%
Tomyn RdlProfessional Prkwy 0 4 20,352 1,992 22,344 34,200 13,848 11,856 60% 65%
Professional Prkwy/S. R. 50 0 4 19,029 1,061 20,090 34,200 15,171 14,110 56% 59%
S.R. SO/Marshall Farms Rd 0 4 12,856 1,353 14,209 34,200 21,344 19,991 36% 42%
Marshall Farms RdlStory Rd 0 4 17,796 3,772 21,568 34,200 16,404 12,632 52% 63%
Marshall Farms Rd S. R. 50IMaguire Rd 0 2 6,406 3,979 10,385 12,100 5,694 1,715 53% 86%
7W~ll!fdllWl ~11 "+@% 1I\"'31: 31 , ~
McKev St Kissimmee Ave/Bluford Ave E 2 4,956 46 5,002 11,700 6,744 6,698 42% 43%1
Ocoee-Apopka Rd
Ocoee Hills Rd
Old Winter Garden Rd
Orlando Ave
Professional Prkwy I Maguire Rd/Old Winter Garden Rd
27%1
S.R. 50 9th St/Wofford Rd 0 4 52,101 1,372 53,473 49,900 (2,201) (3,573) 104% 107%
(West Colonial Dr) Wofford RdlMarshall Farms Rd 0 4 55,653 1,431 57,084 49,900 (5,753) (7,184) 112% 114%
Marshall Farms RdlMaguire Rd 0 4 48,272 2,140 50,412 49,900 1,628 (512) 97% 101%
Maguire Rd/Old Winter Garden Rd 0 4 50,393 2,966 53,359 49,900 (493) (3,459) 101% 107%
Old Winter Garden Rd/Blackwood Ave 0 4 42,351 5,288 47,639 54,300 11,949 6,661 78% 88%
Blackwood Ave/Clarke Rd 0 4 47,386 6,272 53,658 54,300 6,914 642 87% 99%
Clarke Rd/Good Homes Rd 0 4 38,187 5,608 43,795 54,300 16,113 10,505 70% 81%
Ocoee Planning Depl.
Page 1
10/25/01
TABLE 1
OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM
Traffic Volumes and Capacities by Road Segments
Overall Summary
Roadway Segment Limits Adopted No. of Oail Volumes V PO Capacity I VPD
Segment (From-To) LOS Lanes Existing Reserved Combined Total Minus Minus % Used % Used
SR. 438 E.Crown Point Rd/Bowness Rd E 2 13,953 1,421 15,374 16,600 2,847 1,226 84% 93%
(Silver Star Rd) Bowness Rd/Ocoee-Apopka Rd E 2 14,571 2,202 16,773 16,600 2,029 (173) 88% 101%
Ocoee-Apopka Rd/Bluford Ave E 2 14,412 365 14,777 16,600 2,188 1,823 87% 89%
Bluford Ave/Ocoee-Hills Rd E 2 14,748 1,996 16,744 16,600 1,852 (144) 89% 101%
Ocoee-Hills RdlClarke Rd E 4 16,618 764 17,382 35,000 18,382 17,618 47% 50%
Clarke Rd/Johio Shores Rd E 4 18,302 1,245 19,547 <35,009 16,698 15,453 52% 56%
Johio Shores Rd/Good Homes Rd E 4 17,526 1,249 18,775 35.000 17,474 16,225 50% 54%
Story Rd 9th St/Wofford Rd E 2 8,615 1,009 9,624 15,100 6,485 5,476 57% 64%
Wofford RdlKissimmee Ava E 2 10,184 244 10,428 15,100 4,916 4,672 67% 69%
##
##
##
WHtnXW\m,Yid6SfWSillfB t:~t.kmMSIDIi.RWimM::::~:; ';<"";';;~,<qf2MWjHUWf2E ,~;;I i@..::EEJ {:-In; n\'2, mmtlWJi WhiH$1BJI
11!?011
M:$lm~I~; 0Mt41~:ttomf\% ~v~twn %@iI1l1Iiljj MMeW ;;aOMd&%Wi@WW tewM
White Rd Bluford Ave/Clarke Rd 0 2 6,262 1,593 7,855 14,000 7,738 6,145 45% 56%
( Orlando Ave) Ciarke Rd/Good Homes Rd 0 2 8,377 1,591 9,968 14,000 5,623 4,032 60% 71%
Willow Creek Rd Russell Or/Wurst Rd 0 2 785 4 789 9,400 8,615 8,611 8% 8%
Wurst Rd Lakewood Ave/Adair 8t 0 2 6,677 24 6,701 11,900 5,223 5,199 56% 56%
Adair St/AO. Mims Rd 0 2 8,100 1,435 9,535 11,900 3,800 2,365 68% 80%
Note: Shaded roadway segments indicate those roadways which are not included in the Ocoee 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 fTOwth more efectively.
Ocoee Planning Dept.
Page 2
10/25/01
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 FDOT Generalized
LOS Tables, the applicant may provide a more detailed LOS analysis
based on the current FDOT LOS Standards and Guidelines or the
current FDOT 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 June 2001. Comparing this
existing count data with the Total Allowable Capacity, only four segments
(three of which are on SR 50) have existing counts that exceed the FDOT
generalized LOS capacity. The four segments are listed below:
. Bowness Road from Story Road to Kissimmee A venue
. SR 50 from gh St to Wofford Road
. SR 50 from Wofford Road to Marshall Farms Road
. SR 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 FDOT
Generalized Tables) for all roads classified under the FDOT'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
FDOT 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 two segments listed under section B, all roads have capacity based
on existing traffic (before reserved trips are accounted for).
City ofOcoee -Inventory for Concurrency Management
Page4
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 that 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 an 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 no segments that
exceed the 115 percent threshold, however, there are nine segments over
100 percent of the maximum capacity. Once a roadway segment reaches
115 percent, 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 an alternative study
proves the segment would still operate at acceptable FDOT Standards.
The nine segments that exceed the 100% threshold are listed below. These
segments will be monitored closely and if any of them (or any other
segment) reaches 115 percent, the City Commission will be notified.
. Bluford Avenue from SR 50 to Geneva St.
. Bluford Avenue from Geneva St. to White Road./Orlando Avenue
. Bowness Road from Story Road to Kissimmee A venue
. State Road 50 from gh St. 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
. Silver Star Road (SR438) from Bowness Road to Ocoee-Apopka Road
. Silver Star Road (SR438) from Bluford Avenue to Ocoee-Hills Road
City of Ocoee -Inventory for Concurrency Management
Page5
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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.
Concurrent with the construction of the Wal-Mart Supercenter, the
developer will be responsible for building numerous intersection and access
improvements that will improve the flow of traffic in the State Road 50
corridor. The improvements include:
· Raised concrete median (access management) on State Road 50 from
Bluford Avenue to Blackwood Avenue;
. Northbound left and southbound right at Bluford Avenue and State Road
50;
· Northbound right and signalization improvements at State Road 50 and
Blackwood Avenue;
. Turn lanes at State Road 50 and new Hemple Avenue;
· Turn lanes and signalization at Blackwood Avenue and Old Winter
Garden Road; and,
· Right-of-way dedications to allow for the widening of Old Winter Garden
Road.
Contained within the developers agreement between the City and the
Florida Auto Auction is a funding source to widen Maguire Road from
Mercantile Court to Story Road as well as, the dedication of right-of-way
along Story Road, Maguire Road and Marshall Farms Road. These
provisions will create needed roadway capacity in the Maguire Road
corridor.
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 FDOT, or
other public agency and the impact of such improvements on the
existing capacities or deficiencies.
The first three phases of the Maguire Road widening, from Roberson Road
to Mercantile Court (north of State Road 50) is planned to be completed
during the Year 2001/02. The fourth phase of Maguire Road is still under
design. Completion of this segment is dependent on funding from the
developers agreement with the Florida Auto Auction.
The first phase of construction of Professional Parkway/Old Winter Garden
Road began in the year 2001 on the segment from Hiawassee Road to
Apopka Vineland Road. 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 easUwest without using State Road 50.
The segment of Professional Parkway/Old Winter Garden Road from
Maguire to Hemple Avenue (a cooperative venture between Orange County
and the City of Ocoee) is scheduled to be constructed by FY 2003/04.
City of Ocoee -Inventory for Concurrency Management
Page8
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. The function of this roadway will be
similar to Professional Parkway by allowing motorists to travel eastlwest
without using State Road 50. The City has applied for funding for this
project.
Orange County has three proposed projects in its current CIP that will have
an impact on Ocoee's road system. Clarcona-Ocoee Road from Hiawassee
Road to Ocoee-Apopka Road is planned to be widened to four lanes in the
Year 2002/03. Old Winter Garden Road from Apopka-Vineland to Hemple
Avenue is scheduled to be widened to four lanes in FY 2002/03. Good
Homes Road is scheduled to be widened to four lanes in FY 2003/04.
FDOT anticipates the initiation of widening Silver Star Road (from
Hiawassee Road to Clarke Road) beginning in late 2001. This project and
intersection improvements at the intersection of Silver Star and Ocoee-
Apopka Road are both in the FDOT's current Five-Year Plan.
The first segment of the Western Expressway, from US 441 in Apopka to
State Road 50 in Ocoee, was completed in the summer of 2000. It is
anticipated that the next segment from State Road 50 to the Turnpike will be
completed during 2001. The extension from the Turnpike south to U.S. 192
and 1-4 began in 2001 with initiation of construction on the Turnpike-to-
Seidel Road segment. This roadway may 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.
The State of Florida has recently allocated funding for two separate
improvement projects along State Road 50. The first is a Congestion
Management project involving intersection improvements along the State
Road 50 corridor from Pine Hills Road to the Lake County Line. These
improvements should occur within the next few years. The second project
involves a Project Development and Environment (PD&E) Study that will
ultimately result in the six laning of State Road 50. Although the Study is
underway, the funds necessary for right-of-way acquisition and construction
have not been allocated. The completion of this project is still outside the
five-year Transportation Improvement Plan funding window.
The Turnpike Authority has initiated a PD&E Study to consider redesign of
the Turnpike Interchange with SR 50 in Ocoee. It is expected that this study
will coincide with the redesign and widening of SR 50.
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.
In 1997 and 1998, City staff with the assistance of the City's transportation
consultant, TransCore, developed a Master Transportation Plan for the City
City ofOcoee -Inventory for Concurrency Management
Page9
of Ocoee. This plan identified 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 and has been very valuable to in addressing
transportation issues. The City has budgeted for an update of the Master
Transportation Plan in FY2002.
Work has begun on the 2025 Metropolitan Transportation Plan by
Metroplan Orlando, the areawide Metropolitan Transportation Planning
Organization (MPO). Databases for that Plan have incorporated Traffic
Analysis Zone data from the Ocoee Master Transportation Plan.
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 June 2000 through
May 2001 and then averaged for the 12-month period) is 1.399 MGD
(1,399,000 gallons per day).
There are 5,889 sanitary sewer customers on record with the Utility
Department, each with an existing LOS of 238 gallons per day (GPD) per
ERU.
C. The adopted level of service standard for average daily flows per
equivalent residential unit.
The adopted LOS per the Ocoee Comprehensive Plan is 270 gallons per
day (GPD) per ERU.
D. The existing capacities or deficiencies of the system.
The limiting factor for Ocoee's wastewater treatment plant is its permitted
effluent disposal capacity. To address the limiting factor, the City has
completed the construction of Phase I of an effluent reuse project that will
allow distribution of 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 ultimate effluent disposal capacity to
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
City ofOcoee -Inventory for Concurrency Management
Pagel 1
that have not yet been built but which have sanitary sewer capacity
reserved through a Department of Environmental Protection (DEP) permit.
Currently, the City has 129,054 gallons of capacity that have been
permittedlreserved and are still unused. The reserved capacity is tracked by
the City 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 1.399 MGD current use (which
equates to 5,181 ERUs) and 129,054 gallons reserved (as permitted) for
unbuilt development, the total exiting and reserved demand on the
wastewater facility is 1,528,054 gallons per day. Adequate permitted
capacity still remains for nearly 822,000 gallons of wastewater treatment or
for 3,044 ERUs. Table 3 tracks reserved capacities for wastewater
treatment.
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 are required to install
reuse lines as part of their infrastructure improvements. This includes the
Prairie Lakes developments, Remington Oaks, Olympia PUD, West Oaks
Town Center, Willows on the Lake, Silver Crossings, Orchard Park and
other property along Clarke Road. A similar project is in process for the
south Maguire Road area in cooperation with Orange County/Orlando
Utilities through their Conserve line. Initial phases will involve the
Brookstone and Windsor Landings developments and the Maguire Road
median area.
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 been completed
and the project will be in service by the end the year 2001.
City ofOcoee -Inventory for Concurrency Management
Page 12
TABLE 3
WASTEWATER CAPACITY
ADMIRAL POINTE II
ADMIRAL POINTE II
AMOCO
BROOKESTONE
BROOKESTONE
BROOKESTONE
BROOKESTONE
BROOKESTONE II & III
BURGER KING
CAMBRIDGE VILLAGE
FLORIDA AUTO AUCTION
LAKE LOTI A APTS
LAKE OLYMPIA CLUB
LAKE OLYMPIA CLUB
LAKE OLYMPIA CLUB
LAKE OLYMPIA CLUB
LAKE OLYMPIA SQUARE
HAYNES BROS. FURNITURE
HESS STATION
OCOEE INDUSTRIAL PARK #1
OCOEE TOWN CENTER
PLANTATION GROVE COMM
PLANTATION GROVE COMM
PRAIRIE LAKES
PRAIRIE LAKES
REMINGTON OAKS I
REMINGTON OAKS I & II
REMINGTON OAKS I & II
REMINGTON OAKS II
SATURN OF OCOEE
USMANI MEDICAL OFFICE
WATERSIDE
WATERSIDE
WATSON PLAZA
5,400
7,560
1,350
14,310
24,570
8,910
36,990
32,670
2,430
8,100
1,310
675
3,780
540
270
270
9,269
2,190
810
313
6,853
540
16,505
5,670
41,040
270
20,520
5,670
11,340
2,079
907
37,260
270
1 ,426
312,066.00
o
2,970
1,350
3,780
7,830
4,050
36,990
31,590
o
8,100
1,310
675
540
540
270
270
240
o
810
313
6,853
59
810
o
270
270
2,430
1,620
11,340
2,079
o
270
o
1 ,426
129,054.60
City ofOcoee -Inventory for Concurrency Management
page13
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 2001 as permitted by
SJRWMD is 3.658 MGD (11,850 ERUs) and it is 3.695 MGD (12,186) for
2002. These are calendar year permits so the majority of our fiscal year will
be measured against the 3.695 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 June 2000 through May 2001, was 5.926 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 4.741
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 9,147 customers representing approximately 15,858
ERUs in the system. Taking the number of ERUs and the average flow
used by customers in the system, the existing LOS is 299 GPD/ERU.
C. The existing potable water storage capabilities of the water system.
The water storage capabilities are as follows:
South Water Plant:
Forest Oaks Water Plant:
Jamela Water Plant:
Total:
1,250,000 Gallons
1,050,000
1.000.000
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
City ofOcoee -Inventory for Concurrency Management
Page14
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 potalje water facilities.
The adopted LOS is 300 GPD/ERU.
F. The existing capacities or deficiencies of the system.
The existing LOS of 299 GPD/ERU meets the adopted LOS as outlined in
the Comprehensive Plan. In fact, this figure is a reduction of 1 GPD/ERU
from the 300 GPD/ERU average last year. A water use reduction of sixteen
percent has been realized since February 2000. This decrease is largely
attributed to the City's POWR program and to a water restriction order to
reduce consumption by fifteen percent mandated by the St Johns Water
Management District in February 2001 (that is still in effect). Thus, despite
the carryover of last year's drought, which leads to more water demand for
the watering of yards, the City's water customers used less water. The
overall water usage may continue to decrease once the effects of the
drought are diminished and after 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
that have not yet been built but which have potable water capacity reserved
through a DEP permit. The Finance Department tracks the projects that 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, 151,380 gallons per day have been reserved and are still not
used. Table 4 tracks reserved capacities for potable water.
With a permitted well pumping capacity of 3.695 MGD, the 4.741 MGD
averaged for the past year and the 151,380 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 demand will decline
accordingly.
Additionally, the City's POWR program has continued as a public
information and education program in cooperation with the St. Johns River
Water Management District. One of the goals of this program was 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 and should not impact the
City's water treatment capacity at one time. It is included in this report as a
tool to helping plan for future needs of the system.
City ofOcoee -Inventory for Concurrency Management
Page 15
TABLE 4
WATER CAPACITY
ADMIRAL POINTE II
ADMIRAL POINTE II
AMOCO
BROOKESTONE
BROOKESTONE
BROOKESTONE
BROOKESTONE
BROOKESTONE II & III
BURGER KING
CAMBRIDGE VILLAGE
FLORIDA AUTO AUCTION
HAMMOCKS
HAMMOCKS
HAMMOCKS
HAYNES BROS. FURNITURE
HESS STATION
LAKE LOTI A APTS
LAKE OLYMPIA CLUB
LAKE OLYMPIA CLUB
LAKE OLYMPIA CLUB
LAKE OLYMPIA CLUB
LAKE OLYMPIA SQUARE
OCOEE INDUSTRIAL PARK #1
OCOEE TOWN CENTER
PLANTATION GROVE COMM
PLANTATION GROVE COMM
PRAIRIE LAKES
PRAIRIE LAKES
REMINGTON OAKS I
REMINGTON OAKS I & II
REMINGTON OAKS I & II
REMINGTON OAKS II
SATURN OF OCOEE
USMANI MEDICAL OFFICE
WALGREEN'S
WAL-MART INC.
WATSON PLAZA
6,000
8,400
1,500
15,900
27,300
9,900
41,100
36,300
4,200
9,000
1,812
300
300
33,900
3,933
2,400
3,150
4,200
600
300
300
11,016
5,400
7,215
600
18,339
6,300
45,600
5,700
23,100
6,300
7,200
2,610
1,758
750
750
2,493
355,926.00
o
3,300
1,500
4,200
8,700
4,500
41, 1 00
35,100
o
9,000
1,512
300
300
300
o
2,400
3,150
600
600
300
300
84
2,400
7,215
66
900
o
300
5,700
2,700
1,800
7,200
2,610
o
o
750
2,493
151,380.00
City ofOcoee -Inventory for Concurrency Management
Page 16
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 a result of the 1997 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 began construction on major enhancements to the distribution system.
The City has also constructed the first phase of the wastewater reuse
project. The City will be able to begin supplying reuse water to selected
areas by the end of 2001. 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
corridor new residential developments with reclaimed water. That alone will
cut the potable water consumption by over 250 ERUs.
The 1997 Bond Issue also 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. Staff is also 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 the City 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 withdrawal from the aquifer and will place the
City at or below the level of withdrawal permitted by SJRWMD.
City ofOcoee -Inventory for Concurrency Management
PageJ7
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 adopted 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, 2000, through June 30, 2001, the City of Ocoee transported a
total of 9,053 tons of Class 1 residential garbage to the Orange County
landfill. That figure averages out to 754 tons per month or 1,508,333 pounds
per month or 49,600 pounds per day. There are currently 7,772 residential
garbage customers (households) in Ocoee. At 49,605 pounds per day, that
equates to 6.38 pounds per day per customer or 1.91 pounds per person
per day, based on a population of 25,993 (April 2001 estimate of the Bureau
of Business and Economic Research, U of F). 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 2.90 pounds per person per day.
This is still well below the 6 pounds per person per day adopted LOS.
A total of 1121 tons of residential recyclables was collected from July 2000
to June 2001. That amounts to 5.55 pounds per household per week. This
represents a 1/3 pound increase in the amount of weekly recycling per
household from the previous year.
City ofOcoee -Inventory for Concurrency Management
PagelS
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
Page19
V. STORMWA TER 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 were completed some
time ago. Most of the Phase I Group II projects have been completed.
These improvements addressed localized flooding at the intersection of the
intersection of Flewelling and Russell, the Sullivan Ditch and the
intersection of Doreen and Lady. The Pioneer Key I improvements have
been put on hold.
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 previously, 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. It is not clear what
direction EPA will take regarding permit modifications.
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 of Ocoee -Inventory for Concurrency Management
Page20
VI. RECREATION
A. The existing acreage of park
land.
There are 214.2 acres of park land
in the City of Ocoee. The list of
parks with the corresponding acres
is included in Table 5.
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
25,993 permanent residents (estimate as of April 2001). With 214.2 acres
of existing park land, that gives the City an existing LOS of 8.24 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 8.24 acres of park land for every
1,000 current residents. This leaves sufficient capacity in the system for
additional residents. In fact, there is sufficient capacity to add 27,557
residents without exceeding the adopted LOS of 4 acres of park land per
1,000 residents.
D. The capacities reserved for those projects with a Final Certificate of
Concurrency.
There is a total of 3.18 acres reserved through Final Certificates of
Concurrency.
E. The projected capacities or deficiencies due to those projects with a
Final Certificate of Concurrency.
As stated above, there are 3.18 acres reserved for residential developments
with Final Certificates of Concurrency. This equates to an additional 795
residents. Since the City has a recreation capacity that exceeds 23,000
residents there are no deficiencies in park acreage as a result of planned
development.
City of Ocoee -Inventory for Concurrency Management
Page2l
Beech Recreational Complex (Phase
1)
13 +/- acres
Central Park Complex
23 +/- acres
Forest Lake Golf Club
60 +/- acres *
Forest Oaks Park
0.25 +/- acres
Hackney Prairie Park
10 +/- acres
John Vignetti Park
22 +/- acres
Municipal Park Complex
10 +/- acres
Palm Drive Park
1 +/- acres
Parkside/Coventry Park
4 +/- acres
Russell Drive Park
Sorenson Junior /
Senior League Baseball Field
3 +/- acres
8 +/- acres
Silver Glen Park
5 +/- acres
South Park
10 +/- acres
Tiger Minor Park
Lake Apopka (a.k.a. Coke Property)
5 +/- acres
40 acres
TOTAL ACRES OF PARK LAND 214.2 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 2001-02 fiscal year; however, residential subdivisions
are still required by the Land Development Code to provide park land and
facilities to serve the residents of their subdivision. This park land is not
added to the city-wide system since it is private property owned and
maintained by the individual homeowners associations, but it does reduce
City ofOcoee -Inventory for Concurrency Management
Page22
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 inventory includes the 40 acres of parks in the recently approved Coca
Cola property.
City ofOcoee -Inventory for Concurrency Management
Page23
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