HomeMy WebLinkAboutVII(E) Resolution No. 2001-12 Adopting Annual Concurrenccy Reeport And Infrastructures Deficiency Map kgenda 11-06-2001 '
Item VII E
"CENTER OF GOOD LIVING.-PRIDE OF WEST ORANGE" MAYOR•COMMISSIONER
OCOe S. SCOTT VANDERGRIFT
CITY OF OCOEE COMMISSIONERS
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� # DANNY HOWELL
150 N. LAKESHORE DRIVE SCOTT ANDERSON
n�, OCOEE, FLORIDA 34761-2258 RUSTY JOHNSON
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`�,�� (407)905-3100 NANCY J. PARKER
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CITY MANAGER
JIM GLEASON
STAFF REPORT
DATE: November 6, 2001
TO: The Honorable Mayor and City Commissioners
Ortr
FROM: Dennis R. Foltz, AICP, Principal Transportation Planner
P P OA/
THROUGH: Russell B. Wagner, AICP, Director of Planning
SUBJECT: Annual Concurrency Assessment of Infrastructure and Services
ISSUE:
Should the Mayor and City Commissioners approve Resolution 2001-12, adopting the attached
annual Concurrency Assessment of Infrastructure and Services and Infrastructure Deficiencies
Map?
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 Defic\ncies Map
must also be adopted before each new fiscal year. Below is a summary of the findi •s:
The Honorable Mayor and City Commissioners
November 6, 2001
Page 2
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
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.theCity'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 9" 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%)
The Honorable Mayor and City Commissioners
November 6, 2001
Page 3
• Silver Star Road(SR438) from Bowness Road to Ocoee-Apopka Rd. (101%)
• Silver Star Road(SR438) from Bluford Avenue to Ocoee-Hills Road(101%)
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 9th .Street to Good
Homes Road, remained mostly unchanged with a moderate 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 has 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, 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
MGD 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.
The Honorable Mayor and City Commissioners
November 6, 2001
Page 4
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
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 thensummer.of 2000. To some extent this 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 up more 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.
The Honorable Mayor and City Commissioners
November 6, 2001
Page 5
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 taken to acquire
additional land before it is built overwith subdivisions.
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 parks 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 approve Resolution
2001-12, adopting the attached Concurrency Assessment of Infrastructure and.Services and an
accompanying Infrastructure Deficiencies Map. The Infrastructure Deficiencies Map shows no
deficiencies.
:Attachment
o:\calexander\all_data\capdfile\staff reports\sr2001\sr01155.doc
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 THAT THERE ARE NO
INFRASTRUCTURE DEFICIENCIES . .WITHIN THE CITY;
ADOPTING AN INFRASTRUCTURE . DEFICIENCIES MAP;
PROVIDING FOR AN EFFECTIVE DATE.
WHEREAS, the City Commission of the City of Ocoee has received a report
on the status of all infrastructure covered under the Ocoee Concurrency Management
System, said report being attached hereto as Exhibit "A" and by this reference made a part
hereof("the Concurrency Assessment of Infrastructure and Services"); and
WHEREAS, information has been collected and made available to the public
on certain infrastructure facilities as required by Article IX of Chapter 180 of the Ocoee City
Code; and
WHEREAS, based upon the Concurrency Assessment of Infrastructure and
Services and in accordance with the procedures set forth in Section 9-5 of Article IX of
Chapter 180 of the Ocoee City Code, an Infrastructure Deficiencies Map has been
prepared, said map being attached hereto as Exhibit "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 9-5.0 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 day of November, 2001.
ATTEST: APPROVED:
CITY OF OCOEE, FLORIDA
Jean Grafton, City Clerk S. Scott Vandergrfit, Mayor
(SEAL)
FOR USE AND RELIANCE ONLY BY APPROVED BY THE OCOEE
THE CITY OF OCOEE, FLORIDA. CITY COMMISSION AT A MEETING
APPROVED AS TO FORM AND HELD ON , 2001
LEGAILITY this day of UNDER AGENDA ITEM NO.
2001.
FOLEY & LARDNER
By:
City Attorney
O:IDFOLTZICONCURRENCY1ANNUALREPORT01-02Resolution.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:
ak
• � •�"Y Fly K.'%!s r �-.:
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 Page1
TABLE 1
OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM
Traffic Volumes and Capacities by Road Segments
Overall Summary
Roadway Segment Limits Adopted: No.of Dail Volumes VPD) Capaeity_(VPD
Segment (From-To) LOS Lanes Existing Reserved Combined Total Minus Minus %Used %Used •_
Existing Combined Existing Combined
A.D.Mims Rd Wurst Rd/Clarke Rd E 2 6,998 1,561 8,559 17,400 10,402 8,841 40% 49%
Clarke Rd/Apopka-Vineland Rd E 2 4,124 1,383 5,507 17,400 13,276 11,893 24% 32%
Adair St Wurst Rd/Clarcona-Ocoee Rd D 2 3,121 3 3,124 9,200 6,079 6,076 34% 34%
Apopka-Vineland Rd S.R.438/A.D.Mims Rd • E r 2 12,742 1,445 14.187: 15,500 2,758 1,313 82% 92%
A.D.Mims Rd/Clarcona-Ocoee Rd E 2 10,741 890 11,631 15,500 4,759 3,869 69% 75%
Clarcona-Ocoee Rd/McCormick Rd E • 2 12,653 952 13,605 15,500 2,847 1,895 82% 88%
' Blackwood Ave Old Winter Garden Rd:to SR 50 " " " f .,"D .. 1 4"', ..4;704 - 2,752 ' .' '7,456 "' :34.200 " 29,496' ":26.744-.,' ' ::14%,-.> '.;.".22%
Bluford Ave S.R.50/Geneva St D 2 11,420 2,395 13,815 13.000 1,580 (815) 88% 106%
Geneva St/Mrite Rd-Orlando Ave D 2 11,852 2,152 14,004 13,000 1,148 (1,004) 91% 108%
White Rd-Orlando Ave/McKey St D 2 ' 10,129 1,478 11,607 13,000 2,871 1,393 78% 89%
McKey St/S.R.438 D • 2 10,753 721 11,474 13,000 2,247 1,526 83% 88%
Bowness Rd Story Rd/Kissimmee Ave D 2 15,561 1,477 17,038. 15,400 (161) (1,638) 101% 111%
Kissimmee Ave/S.R.438 D 2 13,686 1.026 14,712 15,400 1,714 688 89% 96%
'"Citrus.0aks Ave •,Old Winter Garden Rd:to SR 50- .. .. .. ..' '...D• D : '.' 2 ' 3,513 .'. ,'.0 3,513 .. 1-',9,200 .''5,687 .5,687 ', . '-r38% ,..3s%
Lakewood Ave S.R.438/Rewis St E 2 9,115 1,028 10,143�, 15,200 6,085 5,057 60% 67%
Rewis SINVurst Rd E 2 7,354 1,028 8,382 15,200 7,846 6,818 48% 55%
Wurst Rd/Fuller's Cross Rd • E j 2 i 3,199 1,045 4,244 15,200 12,001 10,956 21% 28%
Clarcona-Ocoee Rd Fuller's Cross Rd/Adair St E 2 l 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/Apopka-Vineland Rd E 2 9,516 3,766 13,282 15,200 5,684 1,918 63% 87%
Clarke Rd S.R.50/Mrite Rd D ' 4 22,601 5,387 27,988. 34,200 11,599 8,212 66% 82%
White Rd/S.R.438 D 4 26,727 3,360 30,087 34,200 7,473 4,113 78% 88%
S.R.438/A.D.Mims Rd D , 4 15,544 3,782 19,326 34,200 18,656 14,874 45% 57%
A.D.Mims Rd/Hackney-Prairie Rd D 2 7,304 3,272 10,576 15,200 7,896 4,624 48% 70%
Hackney-Prairie Rd/Clarcona-Ocoee Rd D 2 5,479 2,575 8,054 15,200 9,721 7,146 36% 53%
•
Flewelling St Ocoee Hills Rd/Russell Dr D , 2 3,614 15 3,629 9,400, 5,786 5,771 38% 39%
Fullers Cross Rd Ocoee-Apopka/Clarcona-Ocoee E - 2 3,873 59 3,932 11,900 8,027_ 7,968 33% 33%
Geneva St Kissimmee Rd/Bluford Rd D 2 13,044 368 13,412 15,100 2,056 1,688 86% 89%
Good Homes Rd Old Winter Garden Rd/East-West ` 14,422' . 33,900 . '19,962 •:::19,478 "41% - 43%##
Expwy�":..'.'"1 E ..", . .'.:�:.".,d3,938 �,".. 484 �...: ..
East West'Expwy/S.R:50-,r i'. -.,.„'<j" ;E Y . .4'.•,' t.'.13,931 :241 "":14,172 '. 33,900 • 19,969" .19,728 . '.41% ",..•'-:`42%##
S.R.50/Balboa Dr. E 2 14,880 496 15,376 16,600 1,720 1,224 90% 93%
Balboa Dr/White Rd E 2 • 14,169 227 14,396 15,900 1,731 -_ 1,504 89% 91%
White Rd/S.R.438 E _ 2 6,990 45 7,035 15,900 8,910 8,865 44% 44%
Hackney-Prairie Rd Clarke Rd/Apopka-Vineland Rd D 2 704 838 1,542 13,100 12,396 11,558 5% 12%
Hemple Ave-`'. Gotha Rd/Old Wnter Garden Rd :- - , .. D 2' 12,882 0 12,882• '"13.100 '••"` "218 218 98% •,98%
Johio Shores Rd S.R.438/A.D.Mims Rd D [ 2 829 64 893 11,900 11,071 11,007 7% 8%
Kissimmee Ave Story Rd/Bowness Rd D 2 4,723 392 5,115 15,400 10,677 10,285 31% 33%
Maguire Rd Gotha Rd/Roberson Rd D 2 11,136 1,747 12,883 17,400 6,264 4,517 64% 74%
Roberson Rd/Tomyn Rd D 4 19,553 1,629 21,182 34,200 14,647 13,018 57% 62%
Tomyn Rd/Professional Prkwy D 4 20,352 1,992 22,344 34,200 13,848 11,856 60% 65%
Professional Prkwy/S.R.50 D 4 19,029 1,061 20,090 34,200 15,171 14,110 56% 59%
S.R.50/Marshall Farms Rd D . 4 12,856 1,353 14,209 34,200 21,344 19,991 38% 42%
Marshall Farms Rd/Story Rd D 4 , 17,796 3,772 21,568 34,200 16,404 12,632 52% 63%
Marshall Farms Rd S.R.50/Maguire Rd - D 2 6,406 3,979 10,385 12,100 5,694 1,715 53% 86%
'McCormick Rd Ocoee-Apopka Rd/Apopka-Vineland Rd-.,`"':;::,k•;, D '(:":"2-' '• ,.2,723 " 1,280- ..'4,003 i' :12,100 f• 9,377 . ' 6,097 ""'S-.'r'23% •' ..'33%
McKey St Kissimmee Ave/Bluford Ave E 2 4,956 46 5,002 11,700 6,744 6,698 42% 43%
Ocoee-Apopka Rd S.R.438/Fullers Cross Rd E 2 10,876 2,439 13,315 17,400 6,524 4,085 63% 77%
Fullers Cross Rd/McCormick Rd E l 2 9,021 4,617 13,638 17,400 8,379 3,762 52% 78%
Ocoee Hills Rd S.R.438/Flewelling St D 2 2,421 121 2,542• 9,400 6,979 6,858 26% 27%
Old Winter Garden Rd S.R.50/Professional Pkwy E - 2 12,264 728 12,992 15,900 3,636 2,908 77% 82%
Professional Pkwy/Blackwood Ave E 4 18,209 2,625 20,834. 34,200 15,991 13,366 53% 61%
Blackwood Ave/Hempel Ave E 4 18,193 2,140 20,333. 34,200 16,007 13,867 53% 59%
Hemple Ave/Citrus Oaks Ave E..'. 1 "". 4,".:i' . 'r 17,9 :66 :: :-.'910 " •i,.18,882 --7 34,200 " •.,16,234 `:.--15,318 '' •53%"'.',-i 1 55%##
Citrus OaksAve/Good Homes Rd"'...,:;.-' ". ' E"";'.'..4.:-,. - .">16,494''':z,.1..876 ',• 17,370 .'.1-,34.200.;.r"'17,706 ,:16,830, i' ;48% ;;.",`51%##
Good Homes Rd/Apopka-Vineland Rd:..." ' i •:E '":}"„f'4."•i '7:- .17,947 :" 530 .'. '.18.477 ...1;34.200. :',216,253 -1'.l'.15,723 'r 52% 1-. :''154%##
Orlando Ave Bluford Ave to White Rd D 2 5,361 562 5,923 14,000 6639 8,077 38% 42%
Professional Prkwy Maguire Rd/Old Winter Garden Rd D 4 7,438 1,848 9,284 34,200 26,764 24,916 22% 27%
'Rewis St Lakewood Ave/Rowelling St-r.':• . .t ..D <- •'2 '" 1,265 - 0. •,.`1.1,265 ..:.9,400 " :'.;8,135 .'8,135 •1 :`';13% ,.•.'t 13%
'•.Roberson Rd" •Windermere RdlMaguire Rd-r. :.::•:i.•.. ',: D.:. -1,'.2 ••,.7204 ': -A.O -:7.204 :2--12,100-.- ' 4,896 "4,896 . ,;60% �,'60%
Russell Dr Flewelling StANillow Creek Rd D 2 1,629 35 1,664 9.400 7,771 7,736 17% 18%
S.R.50 9th St/Wofford Rd D 4 52,101 1,372 53,473 r 49,900 (2,201)1 (3,573) 104% 107%
(West Colonial Dr) Wofford Rd/Marshall Farms Rd D • 4 55,653 1,431 57,084, 49,900 (5,753) (7,184) 112% 114%
Marshall Farms Rd/Maguire Rd D 4 - 48,272 2,140 50,412 49,900 1,628 (512) 97% 101%
Maguire Rd/Old Winter Garden Rd D 4 50,393_ 2,966 53,359 49,900 (493) (3,459) 101% 107%
Old Winter Garden Rd/Blackwood Ave D 4 42,351 5,288 47,639, 54,300 11,949 6,661 78% 88%
Blackwood Ave/Clarke Rd D 4 47,386 6,272 53,658 54,300 6,914 642 87% 99%
Clarke Rd/Good Homes Rd D 4 38,187 5,608 43,795 54,300 16,113 10,505 70% 81%
Ocoee Planning Dept. 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 Daily Volumes(VPD) Capacity(VP(?
Segment (From-To) LOS Lanes Existing Reserved Combined l Total Minus Minus %Used %Used _
S.R.438 E.Crown Point Rd/Bowness Rd E 2 13,953 1,421 15,374: 16,600 2,647 1,226 84% 93%
(Silver Star Rd) Bowness Rd/Ocoee-Apopka Rd E 2 14,571 2,202 18,773 I 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 Rd/Clarke Rd E 4 16,618 764 17,382 i 35,000 18,382 17,618 47% 50%56
Clarke Rd/Johio Shores Rd E 4 18,302 1,245 19,547: ,35,000 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%fte
Story Rd 9th St/Wofford Rd E 2 8,615 1,009 9,624) 15,100 6,485 5,476 57% 64%
Wofford Rd/Kissimmee Ave E 2 10,184 244 10,428 15,100 4,916_ 4,672 67% 69%
' : .:':'TaylorSt- . . -(Frank&nSt/MckeySt ... ' , ,J -. - .1 .:'2;"0' '.3,4841 .0.1 ,•3,4841r: :.11,7001.:•.;:'8,2161 '.':8,218.1 ' ".''.30"ml"•:."'.• 30%1
White Rd Bluford Ave/Clarke Rd D 2 8,262 1,593 7,855 14,000 7,738 6,145 45% 56%
(Orlando Ave) Clarke Rd/Good Homes Rd D 2 • 8,377 1,591 9,968 14,000 5,623 4,032 60% 71%
Willow Creek Rd Russell Dr/Wurst Rd D 2 785 4 789 9,400 8,615 8,611 8% 8%
Worst Rd Lakewood Ave/Adair St D 2 6,677 24 6,701 11,900 5,223 5,199 56% 56%
' Adair St/A.D.Mims Rd , D 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 Concurency Management System.
Although these roadway segments are included for information purposes only,they may need to be included in the CMS at some
point in the More to monitor growth more electively.
•
•
•
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 Avenue
• SR 50 from 9Ph 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 9fh 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
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TABLE 2
OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM
Traffic Volumes and Capacities by Road Segments
Traffic Volume Assignments
10125101
Data Vested coot 8I6AI1
Lake Donn. LayN,Lona DRI. R.Mnalon L.9. Olympia Ocoee. Wlllowa C.middae Waal Newman Plalrl. Devon %mini n@ PLM-
CanV. Phi(Loth ORR) On. Olympia Day.Tract C.o..log. Saturn Ol.nfnnlan on Na LaA. W.Id1ar1 Auto Auction Village atov.. OM. Lakes Cove (ma ClOcona UvCormic*
Road Sagmanl (Lot.3,4,6) (R.m.lnirg lot.) 147 Lola) Let SA PUD Supply Cro..ing.) Sub-Total
Ma.Rd Montgomery AvelClahe Rd M 216 5 400 60 20 15 186 40 02 20 1.693
cthvdo Av.) CWh.RdwG.od Homes Rd 62 746 21 300 60 30 50 00 210 22 ID 1,691
Tallow G..9 Rd Russell AMAI.I Rd 1 0
Russell 1
Vaal Rd La9.w.od Ave/Adair St 1 20 21
Adair SURD.Mum Rd 1 17 1411 1426
N it Snadartmaday mamml.mdcah Muse road..y.WW1..YCAa.d n Na Oco.Ca.vnrty Ma,..e ,0 SyM.m
A..o.0..a m.dcy.pmu V.en ar9Jd b Ydumafan papow.only,IMy may m.0 N to mcll.d m IM CMS M vr.
pant in N.Nu.Ia nman9.aa.rm..Mu.N
•
•
•
•
•
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.
Ciry 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
Ciry 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 Pagel
• II. SANITARY SEWER
A. The design capacity of the ., {
wastewater treatment facility.
r *Kyi OF OCOEE °`
astEwATER
'�TRE/�TMENT x ` �
The City of Ocoee has one . .ke;'' !FKCU!IT r
wastewater treatment facility with a DaMIMs ROAD;
permitted treatment capacity of 3.0 �;`° �
million gallons per day (MGD). The r Ez
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 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 Page12
TABLE 3
WASTEWATER CAPACITY
CONTRACTED. REMAININGr
SUBDIVISION
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 Page 13
Ill. POTABLE WATER
„,� crryoroe
A. The design capacity of the potable . td�
water treatment facilities. 4
There are three water plants �` 4.
interconnected in the City of Ocoee. The . ,._� °4
pumping capacity permitted by FDEP is as q
follows:
3 5'y
South Water Plant: 5.076 MGD A R �s>
-:;1'4';:,14
Forest Oaks Water Plant: 3.096 MGD SS k
,.t.
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 potakle 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 Pagel S
TABLE 4
WATER CAPACITY
CONTRACTED'REMAINING
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
Ciry of Ocoee-Inventory for Concurrency Management Pagel6
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 of Ocoee-Inventory for Concurrency Management Pagel?
IV. SOLID WASTE
A. The percentage of the total }p7
amount of solid waste disposal capacity allocated to the City of �+ a
SA' S
cYs
q114
Ocoee by Orange County or �'
other applicable solid waste �k,
disposal facilities. OA: , * 3
b �
The City of Ocoee current)
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 Page/8
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 MM '' .,
by storm event as determined by the .
�,
City of Ocoee and its consulting11
=� � �
engineers. : ,'. 40 Lfi "y ,
The City's land Development Code
requires that each new development }, s ° -44:7
44
design and install a stormwater
management system that serves the ,_-r`��. �. %. � -;4 `
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
land. •
There are 214.2 acres of park landq � ?
in the City of Ocoee. The list of I
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.
Ciry of Ocoee-Inventory for Concurrency Management Page21
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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