HomeMy WebLinkAboutVII(B) Annual Concurrency Assessment Of Infrastructure And Services Agenda 10-16-2001
' Item VII B
"CENTER OF GOOD LIVING-PRIDE OF WEST ORANGE" MAYOR•COMMISSIONER
Ocoee S. SCOTT VANDERGRIFT
°(*1/4 d‘L, CITY OF OCOEE COMMISSIONERS
tir .� a ,° DANNY HOWELL
150 N. LAKESHORE DRIVE SCOTT ANDERSON
10 OCOEE, FLORIDA 34761-2258 RUSTY JOHNSON
yrE N.J (407)905-3100 NANCY J. PARKER
4 Op.0009
CITY MANAGER
JIM GLEASON
STAFF REPORT
DATE: October 16, 2001
TO: The Honorable Mayor and City Commissioners
FROM: Dennis R. Foltz, AICP, Principal Transportation Planner
THROUGH: Russell B. Wagner, AICP, Director of Planning Ofr
SUBJECT: Annual Concurrency Assessment of Infrastructure and Services
ISSUE: '
Should the Mayor and City Commissioners direct staff to prepare a Resolution adopting the
attached annual Concurrency Assessment of Infrastructure and Services?
BACKGROUND:
Florida law requires that municipalities monitor certain facilities and services for concurrency
purposes, including traffic circulation, sanitary sewer, potable water, solid waste, stormwater
drainage, and recreation. All facilities and services must be available either concurrent with the
impacts of new development, or as outlined in Chapter 163, Florida Statutes, as implemented
under Rule 9J-5, F.A.C.
Data and information for this report has been compiled with assistance from Jim Shira, P.E.,
City Engineer/Utilities Director; Bob Smith, Director of Public Works; Cathy Sills, Water
Department; Pam Brosonski, Budget Technician; and Kirsten McGinnis, Senior Planner,
Planning Department (Recreation Master Plan).
DISCUSSION:
Attached is the annual Concurrency Assessment of Infrastructure and Services. This
assessment has been completed to comply with Article IX of the Land Development Code,
which requires that specific criteria be reviewed and inventories be reported at least once a
year. In conjunction with this concurrency assessment, an Infrastructure Deficiencies Map
must also be adopted before each new fiscal year. Below is a summary of the findings:
Traffic Circulation:
The most recent Comprehensive Plan Amendment adopted by Ocoee changed the Level of
Service (LOS) used for monitoring some state and county roads from LOS "D" to LOS "E". All
\),(, ,\,,
The Honorable Mayor and City Commissioners
October 16, 2001
Page 2
City roads continue to be held to a LOS "D". Table 1 of the attached EXHIBIT "A" lists each of
the road segments monitored by the City's Concurrency Management System (CMS) as well as
the Level of Service (LOS), volume, and capacity data for those road segments. The roadways
which are shaded 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.
Based on existing trips plus reserved trips, there are no segments that exceed the 115 percent
threshold allowed in the Land Development Code 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 Final Certificate of
Concurrency (FCC) or TCRC, or if an alternative study proves the segment would still operate
at acceptable FDOT standards.
The above discussion is based on the execution of a development agreement between the City
and the Florida Auto Auction. This agreement provides funding for the four laning of Maguire
Road from Marshall Farms Road to Story Road. The four laning provides additional capacity
which removes this roadway segment from the Infrastructure Deficiencies Map. It also is based
on other projects that are in the Transportation Improvement Program (TIP) to be
constructed/widened in the next 3 years. These projects include: SR 438 (Silver Star Road)
east of Clarke Road; Good Homes Road south of SR 50; Old Winter Garden Road east of
Professional Parkway; Professional Parkway east of Maguire Road;
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.(106%)
• Bluford Avenue from Geneva St. to White Road./Orlando Avenue (108%)
• Bowness Road from Story Road to Kissimmee Avenue (111%)
• State Road 50 from 9th St. to Wofford Road(107%)
• State Road 50 from Wofford Road to Marshall Farms Road(114%)
• State Road 50 from Marshall Farms Road to Maguire Road(101%)
• State Road 50 from Maguire Road to Old Winter Garden Road(107%)
• Silver Star Road(SR438) from Bowness Road to Ocoee-Apopka Rd. (101%)
• Silver Star Road (SR438) from Bluford Avenue to Ocoee-Hills Road(101%)
The Honorable Mayor and City Commissioners
October 16, 2001
Page 3
City wide, the roadway which has shown the largest percentage increase in traffic from 2000 to
2001 was Hackney-Prairie Road from Clarke Road to Apopka-Vineland Road. The increase in
traffic volumes was 75 percent. This increase is a result of the significant new development
that has occurred along Clarke Road and the fact that Hackney-Prairie Road has only recently
been paved. Other roads which:showed significant increases in volumes were SR 50 (in the
area of the new SR 429), Hemple Avenue, and Maguire Road.
It is noteworthy that the roadway closest to exceeding the 115% threshold is SR 50 from
Wofford Road to Marshall Farms Road. At the time the traffic counts were obtained (June,
2001), this segment was experiencing heavy movement as the connection of SR 429 to the
Turnpike. The direct connection of SR 429 and the Turnpike is now open, which should relieve
volumes on this segment somewhat. The traffic along State Road 50, from 9'h Street to Good
Homes Road, remained mostly unchanged with a moderated increase from Wofford Road to
Marshall Farms Road and slightly more significant increase from Old Winter Garden Road to
Clarke Road. The activity associated with the Western Expressway and with new commercial
development along State Road 50 have added to the trend of gradually increasing traffic
volumes. The trend in traffic growth on this road has been steady for the last couple of years.
As State Road 50 becomes more congested, motorists will find alternative routes to travel
east/west. The City should expect an increase in traffic on State Road 50 as well as Old Winter
Garden Road, Story Road and White Road as new commercial businesses locate along the
corridor.
Sanitary Sewer:
There are no deficiencies with regard to the wastewater system. Two factors are involved in
measuring capacity of the system: (1) treatment, and (2) effluent disposal. With a system
capable of treating 3 million gallons per day, the City has almost half that capacity available for
future growth, even after factoring in reserved capacity. The limiting factor is the effluent
disposal capacity. The City is currently permitted by the Department of Environmental
Protection (DEP) to treat 2.35 million gallons per day because of limitations on disposing of the
effluent. The existing and reserved demand on the wastewater facility is 1.528 MGD Annual
Average Daily Flow ( AADF). Although adequate permitted capacity still remains for nearly
822,000 gallons of wastewater treatment or for 3,044 ERU's, the City is continuing the
implementation of phases I - IV of the reclaimed water system. When combined, the disposal
capacity of phases I through IV of the currently envisioned system would be approximately 3.5
MOD AADF.
The adopted Level of Service (LOS) per the Ocoee Comprehensive Plan is 270 gallons of
waste water per day per Equivalent Residential Unit (ERU). On average the 5,889 sanitary
sewer customers use 238 ERU's per day. With that in mind, the City is concurrent with respect
to sanitary sewer.
Potable Water:
Ocoee is currently permitted by the St. Johns River Water Management District to produce up
to 3.656 million gallons of potable water per day (3.695 MGD beginning in January, 2002).
Ocoee's current water customers use an average of 5.926 MGD. As can be seen, the City
exceeds the permitted amount. In an effort to reduce potable water consumption and comply
with St. John's requirements, the City has continued the POWR program which is a public
•
The Honorable Mayor and City Commissioners
October 16, 2001
Page 4
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. To some extent this program was effective. As shown in the attached
Concurrency Report, the City's 9,147 water customers used on average 1 gallon less water per
day per ERU than last-year. -:Another contributing factor, which will show'upmore.-in:next year's -
figures, is the water restriction order to reduce consumption by fifteen percent that was
mandated by the St. Johns Water Management District in February 2001, that'is still in effect.
In fact, a water use reduction of sixteen percent has been realized since February, 2000. The
bottom line is that the City meets the Comprehensive Plan's requirement of .300 gallons per
day per ERU and, despite the carryover of last years 'drought, which leads to more water
demand for the watering of yards, the City's water customers used less water this,year.
To further:reduce the consumption of potable water, the City is currently constructing a reuse
system to take advantage of the reclaimed water from the wastewater treatment plant.
Currently,,this water is used at the Forest Lake Golf Course. The reuse lines that have been
installed along Clarke Road will allow both residential and commercial customers to take
advantage of reclaimed water to use for irrigation. This reclaimed water may be available to
some customers by the end of the year 2001. Once complete the reuse system is anticipated
to reduce water consumption by up to 40 percent in that area. A similar project is underway in
the Maguire Road/Roberson Road area.
Solid Waste:
The City continues to perform well in this area by collecting.less than the allotted amount of
solid waste from residential customers. Class I garbage and yard waste (grass clippings, etc.)
together total about 2.90 pounds per person per day which is down slightly from last year's
figures (2.92 pounds per person per day)._ The adopted level of service is six (6) pounds per
person per day. This past year the City collected an average of 5.55 pounds of recyclables per
household per week. This is up from last year's 5.25 pounds. A continued emphasis on
residential recycling should continue to reduce the amount of Class I garbage taken to the
landfill by an even greater margin.
Stormwater Drainage:
All new development must meet City and state requirements for stormwater drainage. The
existing drainage conditions are being analyzed basin by basin in order to determine necessary
improvements and maintenance schedules. As funds permit, studies are continuing to be
conducted and construction of new infrastructure or repairs of existing facilities has been
started. The Phase I Group I drainage improvement projects are complete. The Phase I Group
II projects have gone to bid and are in various stages of completion. Additionally, specialized
equipment ( climbing excavator) has also been purchased to handle the routine maintenance
required to keep systems functioning properly.
Recreation:
The City currently holds 214.2 acres of public park lands. On average, we have 8.24 acres of
park land for every 1,000 residents which exceeds the 4.0 acre standard adopted by the City.
Although the City exceeds the adopted standard, all efforts need to be take to acquire additional
land before it is built over with subdivisions.
The Honorable Mayor and City Commissioners
October 16, 2001
Page 5
Many improvements have been made to existing park facilities in the past few years. The new
recreational complex on A.D. Mims Road is now complete and the City has added two new park
lands along Hackney Prairie Road and South Maguire Road. Because the City monitors
recreation for concurrency purposes by the amount of park land that is available for Ocoee
residents, the addition . of these park have improved ..the . level of service for :recreation.
Additionally, the City is securing park land within the Coke property which is being purchased by
the City in partnership with the Orange County School Board.
RECOMMENDATION:
Staff respectfully recommends that the Mayor and City Commissioners direct staff to prepare a
Resolution to officially adopt the attached Concurrency Assessment of Infrastructure and
Services and an accompanying Infrastructure Deficiencies Map. The Infrastructure Deficiencies
Map will not show any infrastructure deficiencies.
Attachment
o:\calexander\all_data\capdfile\staff reports\2001 ccsr\sr01155.doc
TABLE 4
WATER CAPACITY
PERMITTED CAPACITY REMAINING CAPACITY
PROJECT NAME (GALLONS) (GALLONS)
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 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 38,000 7,200
Wesmere 80,500 11,100
West Oaks Mall 41,500 4,000
Whitehill, Phase II (Wedgewood 35,400 18,300
Whitehill, Phase Ilb 20,000 20,000
TOTAL 533,650 254,870
City of Ocoee-Inventory for Concurrency Management Page24
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:
{
d i y' -
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 of Ocoee-Inventory for Concurrency Management Pagel
TABLE 1
OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM
Traffic Volumes and Capacities by Road Segments
Overall Summary
•
I Adopted No.of Dail Volumes(VPD) Capacity(VPD)
Road Segment LOS Lanes Existing Iy Reserved I Combined Total I Remaining I %Used
A.D.Mims Rd Wurst Rd/Clarke Rd E 2 6,998 1,561 8,559 17,400 8,841 49%
Clarke Rd/Apopka-Vineland Rd E 2 4,124 1,383 5,507 17,400 11,893 32%
Adair St Wurst Rd/Clarcona-Ocoee Rd D 2 3,121 3 3,124 9,200 6,076 34%
Apopka-Vineland Rd S.R.438/A.D.Mims Rd E 2 12,742_ 1,445 14,187 15,500 1,313 92%
A.D.Mims Rd/Clarcona-Ocoee Rd E 2 10,741 525 11,266 15,500 4,234 , 73%
Clarcona-Ocoee Rd/McCormick Rd E 2 12,653 222 12,875 15,500 2,625. 83%
Blackwood Ave :Old Winter Garden Rd.to SR 50., '.' D :, • , 4 ,' ••. 4,704 ':; 2,752 . 7.456 '•' 34,200., . .26,744 , ;;.,22%
Bluford Ave S.R.50/Geneva St D 2 11,420 2,395 13,815 13,000 (815) 106%
Geneva StM/hite Rd-Orlando Ave D 2 11,852 2,152 14,004 13,000 (1,004) .108%
_ White Rd-Orlando Ave/McKey St D 2 10,129 1,478 11,607 13,000 1,393 89%
McKey St/S.R.438 D 2 10,753 721 11,474 13,000 1,526 88%
Bowness Rd Story Rd/Kissimmee Ave D 2 15,561 1,477 17,038 15,400 (1,638) 111%
Kissimmee Ave/S.R.438 D 2 13,686 1,026 14,712 15,400 688 96%
• 'Citrus"OaksAve . Old Winter Garden Rd,to SR 50 " ' • '• D 2'. ' 3,513 . • 0 3,513 ' , 9,200 " • '5,687' 38%
Lakewood Ave S.R.438/Rewis St E 2 9,115 1,028 .10,143 15,200 5,057 67%
Rewis StlWurst Rd E 2 7,354 1,028 8,382 15,200 6,818 55%
Wurst Rd/Fuller's Cross Rd E 2 3,199 1,045 4,244 15,200 • 10,956 28%
Clarcona-Ocoee Rd Fuller's Cross Rd/Adair St E 2 5,376 8,939 14,315 15,200 885 94%
Adair SUClarke Rd E 2 5,732 2,841 8,573 15,200 . 6,627. • 56%
Clarke Rd/Apopka-Vineland Rd E 2 9,516 3,644 13,160 15,200 2,040 87%
Clarke Rd S.R.50/White Rd D 4 22,601 5,387 27,988 34,200 6,212 82%
White Rd/S.R.438 D 4 26,727 3,360 30,087 34,200 •4,113 88%
S.R.438/A.D.Mims Rd D 4 15,544 3,782 19,326 34,200 14,874 57% .
A.D.Mims Rd/Hackney-Prairie Rd D 2 7,304 3,272 10,576 15,200 4,624 , 70%
Hackney-Prairie Rd/Clarcona-Ocoee Rd D 2 5,479 2,490 7,969 15,200 7,231 52%
Flewelling St Ocoee Hills Rd/Russell Dr D 2 3,614 15 3,629 9,400 •5,771 39%
Fullers Cross Rd Ocoee-Apopka/Clarcona-Ocoee E 2 3,873_ 59 3,932 11,900 7,968 33%
Geneva St Kissimmee Rd/Bluford Rd D 2 13,044 368 13,412 15,100 1,688 89%
Good Homes Rd Old Winter Garden Rd/East-West Expwy ' , E ., 2 " 13,938 484 14,422 . 15,900 1,478 • 91%
East-West Expwy/S.R.50. E 2 . . - 13.931 '241 • 14,172 15,900 ' 1,728 . 89%
S.R.50/Balboa Dr. E 2 14,880 496 15,376 16,600 1,224 93%
Balboa DrMthite Rd E 2 14,169 227 14,396 15,900 1,504 91%
White Rd/S.R.438 E 2 6,990 45 7,035 15,900 8,865 44%
Hackney-Prairie Rd Clarke Rd/Apopka-Vineland Rd D 2 704 838 1,542' 13,100 11,558 12%
' Hemple Ave • Gotha Rd/Old Winter Garden Rd . D - 2 ' _ . 12,882 • • 0 - 12,882_,•.- 13,100 • 218 98%
Johio Shores Rd S.R.438/A.D.Mims Rd D 2 829 64 893 11,900 11,007 8%
Kissimmee Ave Story Rd/Bowness Rd D 2 4,723 392 5,115 15,400 10,285 33%
Maguire Rd Gotha Rd/Roberson Rd D 2 11,136 1,747 12,883 17,400 4,517 74%
Roberson Rd/Tomyn Rd D 2 • 19,553 1,629 21,182 34,200 13,018 62%
Tomyn Rd/Professional Prkwy D 2 20,352 1,992 22,344 34,200 11,856 65%
Professional Prkwy/S.R.50 D 2 19,029 1,061 20,090 34,200 14,110 59%
S.R.50/Marshall Farms Rd D 2 12,856 1,353 14,209 34,200 19,991 42%
Marshall Farms Rd/Story Rd D 2 17,796 3,772 21,568 34,200 12,632 63%
Marshall Farms Rd S.R.50/Maguire Rd D 2 6,406 3,979 10,385 12,100 1,715 86%
' • McCormick Rd Ocoee-Apopka Rd/Apopka-Vineland Rd ' • ' D:. . . 2 2,723 65 -• 2,788 .12,100 9,312 '23%
McKey St Kissimmee Ave/Bluford Ave E 2 4,956 46 5,002 11,700 6,698 43%
Ocoee-Apopka Rd S.R.438/Fullers Cross Rd E 2 10,876 2,439 13,315 17,400 4,085 77%
Fullers Cross Rd/McCormick Rd E 2 9,021 4,617 13,638 17,400 3,762 78%
Ocoee Hills Rd S.R.438/Flewelling St D 2 2,421 121 2,542 9,400 6,858 27%
Old Winter Garden Rd S.R.50/Professional Pkwy E 2 12,264 728 12,992 15,900 2,908 82%
Professional Pkwy/Blackwood Ave E 2 18,209 2,625 20,834 34,200 13,366 61%
Blackwood Ave/Hempel Ave E 2 18,193 2,140 20,333 34,200 13,867 59%
Hempte Ave/Citrus Oaks Ave E 2 ' ' .17,966. . 916 :' 18,882 ,- :15,900 (2,982) . 119%
Citrus Oaks Ave/Good Homes Rd . ' . - E , 2 • . 1 16,494 .` 876 . ' 17,370 15,900 (1,470) 109%
Good Homes Rd/Apopka-Vineland Rd E ' '2 .17,947 , '..530 18;477 15,900,.. (2,577)' •;116%
Orlando Ave Bluford Ave to White Rd D 2 5,361 562 5,923 14,000 8,077 42%
Professional Prkwy Maguire Rd/Old Winter Garden Rd D 2 7,436 1,848 9,284 34,200 24,916 27%
Rewis St ' Lakewood Ave/Flewelling St f1 D J, . 2 • 1,265 , 0 - 1,265 9,400, ,8,135 13%
Ocoee Planning Dept. Page 1 9/18/01
TABLE 1
OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM
Traffic Volumes and Capacities by Road Segments
Overall Summary
Adopted No.of Dail Volumes(VPD) Capacity(VPD)
Road Segment LOS Lanes Existing Reserved Combined Total Remaining %Used
Roberson Rd , Windermere Rd/Maguire Rd .; ,, 13•'• • 2; , ';":..,7,204 1) 7,204 "12.100' 4;898 4,•°. ''80%--
Russell Dr Flewelling Stllow Creek Rd D 2 1,629 35 1,664_ 9,400 7,736 18%
S.R.50 9th St/Wofford Rd D 4 52,101 1,372 53,473 49,900 (3,573) 107%
• (West Colonial Dr) . Wofford Rd/Marshall Farms Rd D- 4 55,653 1,431 57,084 49,900 (7,184) 114% _
Marshall Farms Rd/Maguire Rd D 4 48,272 2,140 50,412 49,900 ..(512) 101% __,
Maguire Rd/Old Winter Garden Rd D 4 50,393 2,966 53,359 49,900 (3,459) 107%
Old Winter Garden Rd/Blackwood Ave D 4 42,351 5,288 47,639 54,300 6,661 88% _
Blackwood Ave/Clarke Rd D 4 47,386 6,272 53,658 54,300 642, 99%
Clarke Rd/Good Homes Rd D 4 38,187 5,608 43,795 54,300 10,505 81%
S.R.438 E.Crown Point Rd/Bowness Rd E 2 13,953 1,421 15,374 16,600 1,226 93%
(Silver Star,Rd) , Bowness Rd/Ocoee-Apopka Rd E 2 14,571 2,202 16,773 16,600 .(173) . .. 101%
Ocoee-Apopka Rd/Bluford Ave . E 2 14,412 365 14,777 16,600 1,823 • 89%
Bluford Ave/Ocoee-Hills Rd E 2 14,748 1,996 16,744 16,600 (144) 101%
Ocoee-Hills Rd/Clarke Rd E 2 16,618 764 17,382 16,600 (782) 105%
Clarke Rd/Johio Shores Rd E 2 18,302 1,245 19,547 21,243 1,696 92%
' • Johio Shores Rd/Good Homes Rd E 2 17,526 1,249 18,775 21,243 2,468 88%
Story Rd 9th SWVofford Rd E 2 8,615 1,009 9,624 15,100 5,476 64%
Wofford Rd/Kissimmee Ave E 2 10,184 244 10,428 15,100 4,672 69°/
"Taylor St Franklin St/Mcke St - .. ,.. ':.E - :.- 2,.: '3,484' ,. 0'.,. 3,484 ". 11,700''' 8,218 30%
White Rd Bluford Ave/Clarke Rd D 2 6,262 1,593 7,855 14,000 6,145 56%
(Orlando Ave) Clarke Rd/Good Homes Rd D 2 8,377 1,591 9,968 14,000 4,032 71%
Willow Creek Rd Russell Dr/VVurst Rd D 2 785 4 '789 9,400 8,611 8%
Wurst Rd - Lakewood Ave/Adair St D 2 6,677 24 6,701 11,900 5,199 56%
Adair St/A.D.Mims Rd D 2 8,100 1,435 9,535 11,900 2,365 80%
Ocoee Planning Dept. Page 2 9/18/01
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 Avenue
• SR 50 from 9tt, 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 of Ocoee-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 Avenue
• 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 Pages
TABLE 2 •
OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM
Traffic Volumes and Capacities by Road Segments
Traffic Volume Assignments
10105101
Date Vested 8?/07 9/601
Lake Bennet Lake Lotto ORls Remington Lake Olympia Ocoee Willows Cambridge West Newnan Prairie Devon Windatone PLM •
-
Centre Ph.1(both DRI.) Oak. Olympia Dee.Tract Crossings Saturn Glenlnnlan on the Lake Wal-Mart Auto Auction Village Groves Office Lakes Cove (Ika Clarcona McCormick
Road Segment (Loh],4,8) (Remaining lots) (47 Lots) Lot 3A PUS Supply Crossings) Sub-Total
A.D.Mims Rd Wurst Rd/Clarke Rd 98 30 20 II 1278 66 16 44 1,661
Clarke Rd/Apopka-Wieland Rd 15 30 80 35 1009 66 105 43 1,393
Adair St WVrst Rd/Clarcona-0wee Rd 0 3 3
Apopka-Vineland Rd S.R.438/4 D.Mims Rd 105 27 50 65 5 984 26 183 1,446
A D.Mms Rd/Clarcona-Ocoee Rd 105 30 45 13 133 16 183 365 090
Clarcona-Ocoee Rd/McCormick Rd 45 30 10 37 100 730 962
•
8brkwoad Ave 'Oldlekrlorf3aNan Rdto SR 50 . ' 300 •2452 _ ' . .. 2,762
Milford Ave S R.50/Geneva St 109 86 50 1084- 1051 15 2,396
Geneva SUVvhde Rd-Orlando Ave 97 143 75 748 1084 5 2,162
WT48 Rd-Orlando AOOIMcKey St 97 50 435 896 1,478
MCKey SI/S.13.439 77 25 325 294 721
Bowness Rd Story Rd/Kissimmee Ave 554 - . 898- 25 1,477
Wsslmmee Ave/S R 438 273 745 8 1,028
'MS Oaks AM O8QKkder GardenRd.to SR 50
• 8
Lakewood Ave S.R.438giewis St �-� -_«.. 116...��._�� 912 a.,.._..��. ..,....,.........W._ •
� � 1,028
(Clarcona-Owen) Rewis SWvurst Rd 116 912 1,028
Wurst Rd/Fullers Cross Rd 37 96 912 1,046
Clarcona-Ocoee Rd Fullers Cross Rd/Adair St 624 3644 37 10 96 4283 245 0,839
(Lakewood Ave) Adalr SVClarke Rd 37 157 90 10 2102 200 245 37 2,070
Clarke Rd/Apopka-Vineland Rd 51 157 200 65 1004 199 1166 122 3,768
Clarke Rd S.R.50da Rd 555 1957 188 499 150 247 196 183 976 140`
MT 115 181 6,307
Mee Rd/S R.438 428 337 1030 25 147 246- 236 482 60 188 211 3,380
S R.438/A.D.Mans Rd 181 55 1000 47 376 543 327 20 174 668 42 349 3,782
A D.Mims Rd/Hackney-Prairie Rd 365 46 499 37 728 135 197 _ 6 800 5 456 3,273
Hackney-Pralde Rd/Clarcona-0wee Rd 150 46 349 27 726 135 197 0 399 5 456 85 2876
Fleweleg St Ocoee Has Rd/Revns St 4 11 16
Fullers Cross Rd Ocoee-Apopka/Clarcona-Ocoee I 59 69I
Geneva St IOssmmee Ave/Bluford Ave 13 _ 335 20 366
Good Homes Rd Old Venter GaMv/RdlBam•West Bepwy 55 429 • .. . , - . 484
East.West Eapy.T/8.R.60 . '241
241
•
S R.50/Balboa Dr. 31 265 197 496
Balboa Dr/Wrda Rd 31 88 ISO 227
Whae Rd/S R.438 20 19 6 45 '
Hackney-Prside ftd Clarke Rd/Apopka-Vineland Rd 515 150 20 133 20 838
Hempk Ava Goma Rd/OM WM6er Gallen Rd '" -"•'" F'
I Johlo Shores Rd I S.R.438/A D.Mims Rd I I I I 5I 57 2 I 84I
I Kissimmee Ave 'Story Rd/Bowness Rd I lit I I I I 281 I 192I
Maguire Rd Gotha Rd/Roberson Rd 127 1306 314 _ 1,747
Roberson Rd/Tomyn Rd 127 1135 _ 367 1,629
Tomyn Rd/Professional Prkwy 127 1000 865 1902
Professional Prkwy/S R.50 116 500 438 7- 1,061
S R.50/Marshal Farms Rd 106 125 211 137 748 26 1,363
Marshal Farms Rd/Story Rd 25 211 2610 896 30 3,772
Marshall Farms Rd S.R.50/Maguire Rd 20 3995 4 3.979
•McCormick Rd Ocoe0-Apopke Rd/Apopka-Wetted Rd ' ,
tits Lzea
M4Key St Kissrnmee Ave/Blulord Ave 46 48
Ocoee-Apopka Rd S.R.438/Fullers Cross Rd 30 2409 3439
Fullers Cross Rd/McCormick Rd 30 4597 4,817
Ocoee Hes Rd S.R.438/Flewe@ng St 4 86 8 4 11 8 121
Old Wilier Garden Rd S.R 50/Professional Pkwy 6 50 6E3 9 720
Professional Pkwy/Blackwood Ave 74 94 450 1998 9 2,626
Blackwood Ave/Hempel Ave 150 1990 _ 2,140
Hanpio Aye/C.90.6 Ave 810, .,
- 918
Cifnm Oaks AvayGood Homan Rd - 878 • - - . • - 870
Good Homes Rd/Apopka-Vineland Rd ' . gap_ . . .. - 630
Orlando Ave Blulord Ave to Montgomery Ave 4001 25 B0 37 20 662
Professional Prkwy 'Maguire Rd/Old Venter Garden Rd I 13I I I I 500 1335
I t,eae
Rewb St' Lakewoadave/FNwe10g78t - - - - 0
Robrl*81/Rd W/y:ee118m Rd/Mlgwle Rd '• , ^ , ' _ g
Russell Dr Flewelling SWellow Creek Rd I 4 31 36
S R.50 9th SVWbfford Rd 229
11 10 1,431
(West Colonial Dr W0Oord Rd/Marshall Femu Rd 229 92
10 1,431
Marshal Farms Rd/Maguire Rd 458 125 10 1541 6 2,140
Maguire Rd/Old Wnter Garden Rd 1,075 0 250 20 20 1568 13 20 2,906
Old Wnter Garden Rd/Blackwood Ave 366 1827 89 79 200 80 30 35 2503 30 19 30 6,288
Blackwood Ave/Clarke Rd 366 1827 89 134 400 100 41 50 3175 30 19 41 6,272
Clarke Rd/Good Homes Rd 1962 24 135 150 1783 40 50 1394 30 40 6,600
S.R.438 E.Crown Point Rd/Bowness Rd
61
(Silver Star Rd) Bowness Rd/Ocoee-Apopka Rd 38 21 2,202
2166 2,202
Ocoee-Apopka Rd/Bluford Ave 86 36 243 - 366
Bluford Ave/Ocoee-Hills Rd 1,317 132 199 70 50 60 • 20 20 59 69 1,096
Owen-Hills Rd/Clarke Rd 132 285 Bo 50 60 9 20- 59 69 764
Clarke Rd/Johlo Shores Rd 128 571 20 00 271 75 20 11 69 1,246
Johb Shoran Rd/Good Home.Rd 128 571 20 BO 271 73 20 11 6 69 1,248
TABLE 2
OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM
Traffic Volumes and Capacities by Road Segments
Traffic Volume Assignments
10)05)01
Date Vested
82D7 9/601
Lake Bonnet Lake Lotto Dills Remington Lake Olympia Ocoee Willows Cambridge West Newman Prairie • Devon Windstone PLM-
Centre Ph.1(both DRIB) Oaks Olympia Deo.Tract Crossings Saturn GlonRnnian on the Lake Wo6Msr1 Auto Auction Village Groves Office Lakes Cove (Da Clareona McCormick
Road Segment (Lots 3,4,2) (Remaining Iota) (47 Lots) Lot 3A PUD Supply Crossings) , Sub-Total
Story Rd 991 SW.bnord Rd 1R4 601 24 1,008I
Nb6ord Rd/gssimmee Ave I 6 213 25 244
I Taylor5t '., (fmnMie St9lckey Sl - I I I I . I .. -- _ g I
Wide Rd Montgomery Ave/Clarke Rd 44 746 5 400 80 20 15 186 40 37 20 1.693
(Orlando Ave) Clarke Rd/Good Homes Rd 62 746 31 300 60 30 50 40 240 22 10 1,691
Mow Creek Rd Russell DrNWrst Rd 4 0 4
Wun1 Rd Lakewood Ave/Adak St 4 20 24
Adair SBA D.Mures Rd 4 17 1414 1A36
Nate:Shelled roaAnyeepnente Indicate those reedweys which an not weeded In the Ocoee Com'mnncy Menegement System.
Ahhouph these roadway aepnsnm ere kmJuded Inrhdomntion purposes only they may need to be Included In the CMS et some
poed In the Mute to monorpowm more electively.
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 east/west 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 east/west
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.
Annual update of the City's transportation network as modeled using
the Region's most recent OUATS 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 of Ocoee-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 Pagel0
II. SANITARY SEWER
A. The design capacity of the
wastewater treatment facility. K
CITY OF OCOEE ?
WASTEWATER
The City of Ocoee has one TEiEAJJ IENT
FACILITY
wastewater treatment facility with a ' 1800 A.D.MIMS ROAD
permitted treatment capacity of 3.0 ' `
million gallons per day (MGD). The " '
current Florida Department of
Environmental Protection . (DEP) •*,.n 2l, ..A
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 of Ocoee-Inventory for Concurrency Management Pagell
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
permitted/reserved 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 of Ocoee-Inventory for Concurrency Management Pagel2
TABLE 3
WASTEWATER CAPACITY
:.:.CONTRACTED-`REMAININ,G
,,. .SUBDIVISINw,.; 'OF,I;t; : ;.::' .GPD, '.'
ADMIRAL POINTE II 5,400 0
ADMIRAL POINTE II 7,560 .2,970
AMOCO 1,350 1,350
BROOKESTONE 14,310 3,780
BROOKESTONE 24,570 7,830
BROOKESTONE 8,910 4,050
BROOKESTONE 36,990 36,990
BROOKESTONE II & III 32,670 31,590
BURGER KING 2,430 0
CAMBRIDGE VILLAGE 8,100 8,100
FLORIDA AUTO AUCTION 1,310 1,310
LAKE LOTTA APTS 675 675
LAKE OLYMPIA CLUB 3,780 540
LAKE OLYMPIA CLUB 540 540
LAKE OLYMPIA CLUB 270 270
LAKE OLYMPIA CLUB 270 270
LAKE OLYMPIA SQUARE 9,269 240
HAYNES BROS. FURNITURE 2,190 0
HESS STATION 810 810
OCOEE INDUSTRIAL PARK#1 313 313
OCOEE TOWN CENTER 6,853 6,853
PLANTATION GROVE COMM 540 59
PLANTATION GROVE COMM 16,505 810
PRAIRIE LAKES 5,670 0
PRAIRIE LAKES 41,040 270
REMINGTON OAKS I 270 270
REMINGTON OAKS I & II 20,520 2,430
REMINGTON OAKS I & II 5,670 1,620
REMINGTON OAKS II 11,340 11,340
SATURN OF OCOEE 2,079 2,079
USMANI MEDICAL OFFICE 907 0
WATERSIDE 37,260 270
WATERSIDE 270 0
WATSON PLAZA 1,426 1,426
312,066.00 129,054.60
City of Ocoee-Inventory for Concurrency Management Pagel3
Ill. POTABLE WATER
A. The design capacity of the potable City of°co
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: 5.076 MGD .._
Forest Oaks Water Plant: 3.096 MGD °''"
Jamela Water Plant: 2.880 MGD - _--,�»
Total for the 3 Plants: 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: 1,250,000 Gallons
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
City of Ocoee-Inventory for Concurrency Management Page 14
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 potatie 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 of Ocoee-Inventory for Concurrency Management Page 15
TABLE 4
WATER CAPACITY
CONTRACTED: REMAINING
'SUBDIVISION. :;: GPD GPD.°::;
ADMIRAL POINTE II ' 6,000 0
ADMIRAL POINTE II 8,400 ' 3,300
AMOCO 1,500 1,500
BROOKESTONE 15,900 4,200
BROOKESTONE 27,300 8,700
BROOKESTONE 9,900 4,500
BROOKESTONE 41,100 41,100
BROOKESTONE II & III 36,300 35,100
BURGER KING 4,200 0
CAMBRIDGE VILLAGE 9,000 9,000
FLORIDA AUTO AUCTION 1,812 1,512
HAMMOCKS ' 300 300
HAMMOCKS 300 300
HAMMOCKS 33,900 300
HAYNES BROS. FURNITURE 3,933 0
HESS STATION 2,400 2,400
LAKE LOTTA APTS 3,150 3,150
LAKE OLYMPIA CLUB 4,200 600
LAKE OLYMPIA CLUB 600 600
LAKE OLYMPIA CLUB 300 300
LAKE OLYMPIA CLUB ' 300 300
LAKE OLYMPIA SQUARE 11,016 84
OCOEE INDUSTRIAL PARK#1 5,400 2,400
OCOEE TOWN CENTER 7,215 7,215
PLANTATION GROVE COMM 600 66
PLANTATION GROVE COMM 18,339 900
PRAIRIE LAKES 6,300 0
PRAIRIE LAKES 45,600 300
REMINGTON OAKS I 5,700 5,700
REMINGTON OAKS I & II 23,100 2,700
REMINGTON OAKS I & II 6,300 1,800
REMINGTON OAKS II 7,200 7,200
SATURN OF OCOEE 2,610 2,610
USMANI MEDICAL OFFICE 1,758 0
WALGREEN'S 750 0
WAL-MART INC. 750 750
WATSON PLAZA 2,493 2,493
355,926.00 151,380.00
City of Ocoee-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.
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 of Ocoee-Inventory for Concurrency Management Pagel?
IV. SOLID WASTE
A. The percentage of the total •
amount of solid waste disposal -, � _} • . �,•-_
capacity allocated to the City of --r.''` ' ' t •
'`4
tiks
Ocoee by Orange County or „pm
other applicable solid waste , . ,
disposal facilities.
447,
The City of Ocoee currently 3 �� kY� �•
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 of Ocoee-Inventory for Concurrency Management Pagel8
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 Pagel9
V. STORMWATER DRAINAGE
A. The existing level of service measured
by storm event as determined by the _.° ..
City of Ocoee and its consulting 41`
engineers. •
The City's land Development Code .
requires that :each ;new development
design and install a stormwater 3 "`
management system that serves the �h.- .. .
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.
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 r=.
land.
{i`chose '
There are 214.2 acres of park land
•wl..•: r
in the City of Ocoee. The list of
parks with the corresponding acres fl ;
P 9
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 Page21
TABLE 5
INVENTORY OF PARK LANDS
PARK. SIZE OF PARK (IN ACRES)
Beech Recreational Complex (Phase 13 +/- acres
1)
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 3 +/- acres _
Sorenson Junior/
Senior League Baseball Field 8 +/- acres
Silver Glen Park 5 +/- acres
South Park 10 +/- acres
Tiger Minor Park 5 +/- acres
Lake Apopka (a.k.a. Coke Property) 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 of Ocoee-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 of Ocoee-Inventory for Concurrency Management Page23
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