HomeMy WebLinkAboutVI (B) Discussion/ Action re: Resolution 97-10 adopting Annual Concurrency Assessment of Infrastructure and Services and Infrastructure Deficiencies Map Agenda 9-16-97
Item VI B
"CENTER OF GOOD LIVING-PRIDE OF WEST ORANGE" MAYOR•COMMISSIONER
S. SCOTT VANDERGRIFT
0000ete
CITY OF OCOEE OMMISSIONERS
DCANNYHOWELL
SCOTT ANDERSON
150 N.LAKESHORE DRIVEOCOEE,FLORIDA 34761-2258 SCOTT A.GLASS
(407)656-2322NANCY J.PARKER
CITY MANAGER
ELLIS SHAPIRO
STAFF REPORT
Date: September 4, 1997
To: The Honorable Mayor and City Commissioners
From: Janet G. Resnik, AICP, Capital Projects/Concurrency Analyst 0
Through: Russell B. Wagner, AICP, Director of Planning 0201
Subject: Resolution 97-10, Adopting the Annual Concurrency Report
ISSUE
Should the Mayor and City Commissioners approve Resolution 97-10, 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, Ken Hooper, Professional Engineering Consultants, Richard Corwin,
Director of Public Works, Bruce Nordquist, Acting Director of Recreation, Lisa Strickland,
Budget Technician, and Judy Henry, Public Works Secretary.
DISCUSSION
Attached is the annual Concurrency Assessment of Infrastructure and Services. Article IX of the
Land Development Code 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.
d
Page 2
Staff Report-Annual Concurrency Report
September 4, 1997
Below is a summary of the findings:
Traffic:
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 the City's concurrency system monitors,the LOS for those road segments, and
volume and capacity data.
There are only two road segments in Ocoee that are currently over 100 percent of capacity:
Bowness Road, which is at 101 percent and State Road 50, from Maguire Road to Old Winter
Garden Road, which is at 107 percent of the maximum allowable capacity. The traffic on
Bowness Road jumped more than 50 percent over last year's counts. This may be due to the
construction going on in that area. After the intersection work is complete and traffic patterns
have a chance to adjust to the improvements, a recount will be done to determine an accurate
traffic volume for Bowness Road.
The traffic along State Road 50, from 9th Street to Good Homes Road, increased an average of 20
percent over last year's counts. The segment from Clarke Road to Good Homes Road showed
the greatest increase (33.8 %) which can be attributed to the opening of the West Oaks Mall;
however, the segment from Maguire Road to Old Winter Garden Road continues to have the
highest daily volume (45,921).
When traffic from either of these roads -- or any other road the City monitors — reaches 115
percent of the maximum capacity for that road's LOS (based on average daily trips), developers
may opt to conduct a more detailed LOS analysis based on the current FDOT LOS Standards and
Guidelines or the current FDOT Manual for Uniform Traffic Studies. These studies provide
greater detail on how a particular road functions and what improvements the road has which may
improve the traffic flow to such an extent that the road or road segment can handle more vehicles
per day than the General Tables state.
An example of this is Silver Star Road. Last year the segment from Clarke Road to Good Homes
Road was over 115 percent of capacity. A study was done using ART_PLAN, a computer model
developed by the Florida Department of Transportation (FDOT). This model takes into
consideration local data for each roadway segment and intersection and provides a more accurate
LOS estimate for those roadway segments. Based on that study, the City adjusted the maximum
allowable capacity for Silver Star Road (for the segments from Bluford Avenue to Good Homes
Road) from 16,600 vehicles per day to 21,243 vehicles per day.
. Page 3
Staff Report- Annual Concurrency Report
September 4, 1997
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 more than 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 1.10 million gallons per day because of limitations on disposing of the
effluent. Although there is still capacity remaining at this level, the City is working on
implementing an effluent reuse plan in order to maximize use of the plant and to prepare for
future growth. The City is also designing an expansion of the on-site effluent disposal ponds at
the treatment plant. Construction of those ponds is scheduled to begin next month.
Potable Water:
Ocoee's current customers use an average of 3.558 MGD. In an effort to reduce potable water
consumption, the City is putting in place 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 installed along Clarke Road will allow both residential and commercial
customers to take advantage of reclaimed water. This reclaimed water may be available to some
customers by late 1998.
In an effort to keep potable water use in line with state-wide standards, the City will also
implement a new rate structure for water usage. This means people will see an increase in the
rate they are charged for water once they go beyond the standard set for an equivalent residential
unit.
Solid Waste:
The City continues to fall well below the allotted amount of solid waste collected from
residential customers. Class I garbage and yard waste (grass clippings, etc.) together total about
3.29 pounds per person per day which is down slightly from last year's figures (3.42 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 5.8 pounds of recyclables per household per week. This is
also an improvement over last year's 5.14 pounds. An emphasis on residential recycling may
help to reduce the amount of Class I garbage taken to the landfill by an even greater margin.
Page 4
Staff Report-Annual Concurrency Report
September 4, 1997
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.
Equipment is also being purchased to handle the routine maintenance required to keep systems
functioning properly.
The Phase I Group I drainage improvement projects are now complete. The Phase I Group II
projects are about to go to bid.
Recreation:
Many improvements have been made to existing park facilities in the past year. The new
recreational complex to be located on A.D. Mims Road is in the design phase with the first phase
of that project planned to be completed by September 1998. Because the City monitors
recreation for concurrency purposes by the amount of park land that is available for Ocoee
residents, the addition of this park will improve the level of service for recreation. The property
is on a lease arrangement from the Utilities Fund.
RECOMMENDATION
Staff respectfully recommends that the Mayor and City Commissioners approve Resolution
97-10, adopting the Concurrency Assessment of Infrastructure and Services and the
accompanying Infrastructure Deficiencies Map. The Infrastructure Deficiencies Map shows no
infrastructure deficiencies.
cc: Ellis Shapiro, City Manager
Jim Shira, P.E., City Engineer/Utilities Director
Richard Corwin, Public Works Director
Bruce Nordquist, Acting Director of Recreation
Ken Hooper, Professional Engineering Consultants
Attachments
c:\all_data\word\correspondence\concurrencywithressr.doc
SRP97027
RESOLUTION 97-10
A RESOLUTION OF THE CITY OF OCOEE, FLORIDA
RELATING TO INFRASTRUCTURE DEFICIENCIES UNDER THE
CONCURRENCY MANAGEMENT SYSTEM; ACCEPTING A
CONCURRENCY ASSSESSMENT OF INFRASTUC T URE 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 1, 1997, there are no areas of the City served by infrastructure which do not meet
the level of service standards established by the Ocoee Comprehensive Plan.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF
THE CITY OF OCOEE, FLORIDA, AS FOLLOWS:
1. The above recitals are true and correct and are made a part of this
Resolution.
2. The City Commission of the City of Ocoee hereby accepts the
Concurrency Assessment of Infrastructure and Services attached hereto as Exhibit "A".
3. The City Commission of the City of Ocoee hereby finds that, as of
October 1, 1997, there are no areas of the city served by infrastructure which do not meet
the level of service standards established by the Ocoee Comprehensive Plan.
4. Pursuant to Section 9-5.0 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 October 1, 1997 through September 30, 1998
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 September, 1997.
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 , 1997
LEGAILITY this day of UNDER AGENDA ITEM NO.
1997.
FOLEY & LARDNER
By:
City Attorney
C:1ALL DATAICAPDFILE\FORMSIFORMS167.doc
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EXHIBIT "A"
CONCURRENCY ASSESSMENT OF INFRASTRUCTURE AND SERVICES
The following inventories, in conjunction with the Infrastructure Deficiencies Map, shall be
maintained by the Development Administrator to be used for the concurrency assessment of new
development:
I. TRAFFIC CIRCULATION
A. Design capacity of the roadway network as defined by the current Florida
Department of Transportation (FDOT) Generalized Level Of Service (LOS)
Tables.
The attached Table 1 outlines the volumes and capacities of all of the roadway
segments monitored by the City of Ocoee. The total capacity (vehicles per day)
shown is based on the LOS for each roadway segment(either LOS D or LOS E).
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 figures for existing traffic for the various road segments are shown on Table 1,
Page 1, under the heading "Existing Daily Volumes" (vehicles per day). These
counts were taken by the City's transportation planning consultants in June and July
of 1997. Comparing this existing trip data with the Total Allowable Capacity, only
one segment, State Road 50 from Maguire Road to Old Winter Garden Road,
exceeds 100 percent of capacity using the vehicles per day standard.
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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 Page 1 of 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 volumes from maximum allowable capacities. The maximum volumes on
Table 1 are one hundred percent (100%) of the LOS on each roadway segment.
Other than the segment of State Road 50 from Maguire Road to Old Winter Garden
Road, all roads have capacity based on existing traffic only. The State actually
allows cities to cap the volume higher than that because of the margin of error
involved, so 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.)
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 (FCCs)
or Transportation Capacity Reservation Certificates (TCRCs). These projects with
reserved trips are listed on Pages 2-4 of Table 1. The total reserved trips for each
road segment is on Page 1 of Table 1. For those developments which are currently
in the building stage, units which are already adding trips on the road (homes or
businesses that are occupied)have been subtracted from the overall total trips that are
concurrent (to avoid double counting).
F. The projected capacities or deficiencies due to those projects with a Final
Certificate of Concurrency or Transportation Capacity Reservation Certificate.
The traffic generated by those projects with a FCC or a TCRC is recorded in the
"Reserved" column of Table 1. When added to existing traffic,the combined amount
must be less than 115 percent of the maximum allowable capacity for each road
segment, or the segment is placed on the Infrastructure Deficiencies Map.
Based on existing trips plus reserved trips, and using the 115 percent of maximum
capacity,there are no roadway segments over capacity.
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There are two segments over 100 percent of the maximum capacity for their
respective LOS. These segments will be monitored closely and if either of them(or
any other segment) reaches 115 percent, the City Commission will be notified. If
a roadway segment reaches 115%, it must be placed on the Infrastructure
Deficiencies Map and development may not be approved which affects that roadway
segment unless a project is vested, has a valid FCCor TCRC, or if an alternative
study(FDOT approved)proves the segment would still operate at acceptable FDOT
standards. The segments currently over 100 percent of capacity based on existing
plus reserved volumes are Bowness Road and State Road 50 from Maguire Road
to Old Winter Garden Road.
G. The improvements to be made to the roadway network in the current fiscal year
by any approved projects pursuant to previous development orders or permits
and the impact of such improvements on the existing capacities or deficiencies.
Prairie Lakes Subdivision has approved plans for the phase that will connect it to
Sawmill Boulevard. It is anticipated that this will be constructed during FY 1997/98.
This will impact traffic flow patterns by providing Sawmill and Prairie Lakes
residents with access to both Clarke Road and Apopka-Vineland Road respectively.
Remington Oaks, formerly known as Burnden Park, is in the process of obtaining
development approval. The Remington Oaks plans call for the construction of
Hackney-Prairie Road from Clarke Road to the project's property limits. This will
make Hackney-Prairie a through-street from Apopka-Vineland Road to Clarke Road
although traffic patterns may not change dramatically since only the new portion of
Hackney-Prairie Road will be paved. (The County portion will remain a dirt road,
at least for the immediate future.)
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 Florida Department of Transportation, or other
public agency and the impact of such improvements on the existing capacities
or deficiencies.
The first phase of the Maguire Road widening,from Roberson Road to Tomyn Road
is planned to be completed during the Year 2000. The timing on the balance of the
Maguire Road project-which includes the bridge - depends to a large extent on the
passage of the County's Additional One Cent Sales Tax. If the sales tax is adopted,
Orange County has said it plans to share in the funding of Maguire Road. This
would mean construction could be completed from Roberson to State Road 50 by the
Year 2001. If the sales tax does not pass, Ocoee will have to coordinate with the
County and the State (Turnpike Authority)to determine whether alternate methods
of financing are available.
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The widening of Professional Parkway is also in the City's CIP. This project
depends to some extent on the progress of West End Professional Park since that
developer must share in the Professional Parkway improvements. Improvements for
the intersection of Clarke and Clarcona-Ocoee Roads and the intersection of Old
Winter Garden Road and Blackwood Avenue have also been budgeted within the
next three years.
Orange County has three proposed projects in its current CIP which will have an
impact on Ocoee's road system. The Apopka-Vineland Road project, which will
realign Apopka-Vineland Road from its intersection with A.D. Mims Road south to
Silver Star and then extend the road south to State Road 50, is planned for phased
construction starting late 1999. Clarcona-Ocoee Road from Hiawassee Road to
Ocoee-Apopka Road is in the early stages of a planning study and is also planned
for construction in the Year 1999. Old Winter Garden Road from Apopka-Vineland
to State Road 50 is scheduled for a construction start date early in the Year 2000.
The FDOT is in the right-of-way acquisition phase of its Silver Star Road (from
Hiawassee Road to Clarke Road)widening project. This project and improvements
at the intersection of Siver Star and Ocoee Hills Roads are both in the FDOT's
current Five-Year Plan.
Lastly, the Florida Turnpike Authority, the Orlando-Orange County Expressway
Authority, and the City of Ocoee have begun discussions on a possible new
interchange located near the current S.R. 50/Florida Turnpike interchange. This new
interchange would provide access to and from the new Western Beltway, the
Turnpike,the East-West Expressway, State Road 50, and other local roadways. The
City has expressed the possibility of providing as much as $2 million dollars to make
this major improvement a reality. The Turnpike Authority is the lead agency on the
project.
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.
The 1996 Road Impact Fee Update included an update of Ocoee's transportation
model. The City's new transportation planning consultants, JHK/Transcore, will
update the model as part of the scope of services for the Transportation Master Plan
which JHK recently began working on together with City staff.
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IL SANITARY SEWER
A. The design capacity of the wastewater treatment facility.
The City of Ocoee has one wastewater treatment facility with a permitted treatment
capacity of 3.0 million gallons per day (MGD). The current Florida Department of
Environmental Protection (DEP) operation permit limits treatment capacity to the
current effluent disposal capacity of 1.10 MGD. This is the current permitted
effluent disposal capacity of the combined wastewater treatment plant site effluent
ponds and the golf course.
B. The existing level of service standard for average daily flows per equivalent
residential unit.
The existing level of service (LOS) is calculated by dividing the number of
equivalent residential units (ERUs) into the average daily flows represented by the
existing customer base.
The average daily flow (daily flow counts taken from July 1996 through June 1997
and then averaged for the 12-month period) is 1.015 MGD (1,015,000 gallons per
day).
There are 3,932 customers on the system accounting for approximately 4,200 ERUs
which amounts to an existing LOS of 242 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.
Taking the 1.1 MGD that the City is permitted to treat and subtracting the current
(average) flow of 1.015 MGD, there are 85,000 gallons per day of excess capacity
in the system today. (See Paragraph E below for a discussion of capacities
remaining after reserved gallons are added to existing gallons in the system).
E. The capacities reserved for approved but unbuilt development.
For concurrency purposes regarding sanitary sewer, the City of Ocoee defines
"approved but unbuilt development" as those portions of a project which have not
yet been built but which have sanitary sewer capacity reserved through a Department
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of Environmental Protection(DEP)permit. Table 2 outlines the projects which fall
under this category and the number of gallons of capacity that have been reserved
and are still unused for each of those projects.
The current wastewater facility has a treatment capacity of 3.0 MGD. The system
as permitted by DEP for effluent disposal can treat a total of 1.1 MGD or 4,074
ERUs. With the 1.015 MGD current use (which equates to 3,759 ERUs) and
272,512 gallons reserved (as permitted) for unbuilt development(1,009 ERUs), it
appears the system is over capacity. However, many of the projects with capacity
in the reserved bank will take several years to build out.
To address the limiting factor which is the effluent disposal capacity of the City's
system, the City will begin construction in September 1997 of an expansion of the
on-site effluent disposal ponds at the treatment plant. This will increase effluent
disposal capacity to 1.25 MGD. In addition, we have begun design of Phase I of an
effluent reuse project that will allow us to distribute reclaimed water to the homes
and businesses along the Clarke Road corridor. Phase I of this effluent reuse project
will increase the wastewater treatment facility's effluent disposal capacity by .538
MGD and Phase II of the project will further increase effluent disposal capacity by
.430 MGD. The total effluent disposal capacity will then be 2.22 MGD. Future
phases of the project will add an additional 1.7 MGD of effluent disposal capacity
bringing our ultimate effluent disposal capacity to nearly 4.0 MGD.
F. The improvements to be made to the facility in the current fiscal year by any
approved projects pursuant to previous development orders and the impact of
such improvements on the existing capacities or deficiencies.
All new development along the Clarke Road corridor will be required to install reuse
lines as part of their infrastructure improvements. This includes the Prairie Lakes
developments, Remington Oaks (formerly known as Burnden Park), and other
property along Clarke Road.
G. The improvements to be made to the facility in the current fiscal year by the
City of Ocoee and the impacts of such improvements on the existing capacities
or deficiencies.
Construction of the expansion of the on-site ponds will begin by September 1997 and
should be completed by January 1998. Construction of Phase I of the effluent reuse
project should begin in mid to late 1998.
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III. POTABLE WATER
A. The design capacity of the potable water treatment facilities.
There are three water plants interconnected in the City of Ocoee. The pumping
capacity permitted by FDEP is as follows:
South Water Plant: 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 1997 as permitted by SJRWMD is 3.398
MGD (11,327 ERUs) and 3.464 MGD (11,547) for 1998. These are calendar year
permits so the majority of our fiscal year will be measured against the 3.464 MGD.
B. The existing level of service measured by the average number of gallons per day
per unit based on the average flows experienced.
The average number of gallons used per day based on the 12-month average from
July 1996 through June 1997 was 4.448 MGD. Taking the 20 percent average
deduction for unmetered losses for such things as hydrant flushing, leakages, and
calibration variances in the meters,the average daily number of gallons actually used
by customers in the system is 3.558 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 7,173 customers representing approximately 12,000 ERUs in the
system. Taking the number of ERUs and the average flow used by customers in the
system, the existing LOS is 296.5 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
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•
D. The existing minimum water pressure.
The Land Development Code requires a minimum water pressure of 20 pounds per
square inch (20 psi). New development is required to show that it meets this
requirement (which is usually done through computer modeling). The existing
system is tested by the Ocoee Fire Department on a regular basis through gauging
fire hydrants.
E. The adopted level of service standards for the potable water facilities.
The adopted LOS is 300 GPD/ERU.
F. The existing capacities or deficiencies of the system.
The existing LOS of 296.5 GPD/ERU meets the adopted LOS as outlined in the
Comprehensive Plan. The average daily flows represented by the current customers
are above the permitted capacity; however, because this can be largely attributed to
the watering of yards, it should be reconciled as soon as the reuse system is in place
and certain parts of the City start using reclaimed water for irrigating their lawns.
(See Paragraph G below for a discussion of capacities remaining after reserved
gallons are added to existing gallons in the system.)
G. The capacities reserved for approved but unbuilt development.
For concurrency purposes regarding potable water, the City of Ocoee defines
"approved but unbuilt development" as those portions of a project which have not yet
been built but which have potable water capacity reserved through a DEP permit.
Table 3 outlines the projects which fall under this category and the number of potable
water gallons that have been reserved and are still unused for each of those projects.
With a permitted well pumping capacity of 3.464 MGD, the 4.448 MGD averaged
for the past year and the 206,110 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. It should also be noted that the reserved capacity
for approved but unbuilt development will come on line over the next several years.
It is included in this report as a tool to helping plan for future needs of the system.
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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 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 part of the recent bond issue,the City has completed major upgrades to the South
Water Plant and Forest Oaks Water Plant. These improvements include new wells
and high service pumps. In 1998 the City will begin construction on major
enhancements to the distribution system.
The City is also beginning design of the first two phases of the wastewater reuse
project. We anticipate being able to supply reuse water to selected areas by the fall
of 1998. This will reduce the irrigation demand on the water system which will
reduce the amount of water pumped. The wastewater reuse project will initially
serve the mall area and Clarke Road medians with reclaimed water. That alone will
cut the potable water consumption by some 250 ERUs. The 1997 Bond Issue
includes funds for the future retrofitting of several existing subdivisions along the
Clarke Road corridor. That phase of the project will take another estimated 400
ERUs off the daily flows. We are also discussing with Orlando and Orange County,
the possibility of tapping into the Conserve line that runs along Roberson Road.
This would allow us to provide reuse water for irrigation to Wesmere, Windermere
Groves, and Cross Creek as well as other development that will occur south of the
Turnpike along Maguire Road. This will further reduce our withdrawal from the
aquifer and will bring us to or below the level of withdrawal permitted by SJRWMD.
IV. SOLID WASTE
A. The percentage of the total amount of solid waste disposal capacity allocated to
the City of Ocoee by Orange County or other applicable solid waste disposal
facilities.
The City of Ocoee currently provides residential solid waste collection services.
Commercial garbage is franchised to a private contractor. The City of Ocoee does
not have a contract with Orange County for a certain allotment of solid waste
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disposal capacity. Orange County has not notified the City of any limitation or of
any maximum allowable waste that will be accepted from the City. To this end,the
City will permit additional customers until notified otherwise by the County.
B. The existing level of service measured by the solid waste per pound per capita
per weekly collection.
Orange County currently places no overall limitations on the amount of solid waste
generated by the City of Ocoee; however, the City does limit the amount of solid
waste it collects from its residential customers and anything over that limit is only
collected after the customer pays an additional fee. The current LOS for residential
customers is 6.0 pounds per capita per day. Service is provided as required by state
statute for the separation of Class 1 garbage from recyclables and yard waste.
From July 1, 1996 through June 30, 1997, a total of 6,806.22 tons of Class 1
residential garbage was transported by the City of Ocoee to the Orange County
landfill. That figure averages out to 567.19 tons per month or 1,134,380 pounds per
month or 37,813 pounds per day. There are currently 6,416 residential garbage
customers (households) in Ocoee. At 37,813 pounds per day, that equates to 5.89
pounds per day per customer or 1.96 pounds per person per day.
Yard waste is calculated separately. Yard waste averaged 4.0 pounds per customer
or 1.33 pounds per person per day. That added to the above figure for Class 1
garbage equals 3.29 pounds per person per day. This is still well below the 6 pounds
per person per day adopted LOS.
A total of 893.41 tons of residential recyclables was collected from July 1996 to June
1997. That amounts to 5.80 pounds per household per week.
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
-10-
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.
V. STORMWATER DRAINAGE
A. The existing level of service measured by storm event as determined by the City
of Ocoee and its consulting engineers.
The Lake Meadow/Prairie Lake drainage basin report has been completed and
submitted to the City for final review. The Lake Lotta drainage basin is underway
and has an anticipated completion date of March 1998.
The Phase I Group I drainage improvement projects are complete. These were
mostly underdrain improvements to solve yard flooding. The Phase I Group II
projects are about to go to bid. These improvements address localized flooding at
the intersection of Bluford and Orlando Avenues,the Sullivan Ditch,the intersection
of Flewelling and Russell, Pioneer Key I, and others.
The climbing excavator has been used extensively to maintain ditches throughout the
City. It can travel along the bottom of a ditch, through up to four feet of standing
water. It allows routine custodial maintenance of ditches for which there is a limited
right-of-way, since the equipment does not need to travel along the top of the ditch
bank.
As reported last year, the City was a co-applicant with Orange County for both
Part I and Part II of the U.S. EPA National Pollutant Discharge Elimination System
(NPDES) stormwater permit application. The final permit was issued on
February 14, 1996. The permit was effective April 1, 1996 and is valid through
February 28, 2001. It includes requirements for pollutant monitoring and drainage
system improvements.
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.
-11-
VI. RECREATION
A. The existing acreage of park land.
There are 140 acres of park land in the City of Ocoee. The list of parks with the
corresponding acres is attached as Table 4.
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 20,473
permanent residents. With 140 acres of existing park land, that gives the City an
existing LOS of 6.8 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 6.8 acres of park land for every 1,000 current residents.
This leaves sufficient capacity in the system for additional residents.
D. The capacities reserved for those projects with a Final Certificate of
Concurrency.
There are no residential developments with Final Certificates of Concurrency which
must be included in determining capacities or deficiencies.
E. The projected capacities or deficiencies due to those projects with a Final
Certificate of Concurrency.
As stated above, there are no residential developments with Final Certificates of
Concurrency with populations that must be added to the existing population;
therefore, there are no deficiencies in park acreage as a result of planned
development. There is capacity under the current park acreage and current park land
LOS for 14,527 additional residents.
-12-
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 1996-97 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 the demand on certain public facilities.
G. The improvements or additions of land to be made to the recreation system in
the current fiscal year by the City of Ocoee and the impact of such
improvements on the existing capacities or deficiencies.
The new recreational complex on A.D. Mims Road will operate under a lease
arrangement with the Wastewater Fund for the land it will occupy. Since this lease
arrangement is in place, and the first phase of the project is under design and set to
open in September 1998,the 13 acres for Phase I has been included in the inventory
of park lands.
c:\all_data\wpdocs\correspondence\staffreports\9798conc.rpt
-13-
TABLE 1
OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM 1 of 4
Traffic Volumes and Capacities by Road Segments
Overall Summary 09/05/97
A.D.Mims Rd Wurst Rd/Clarke Rd E 2 6,704 0 6,704 17,400 10,696 39%
Clarke Rd/Apopka-Vineland Rd E 2 6,697 15 6,712 17,400 10,688 39%
Adair St Wurst Rd/Clarcona-Ocoee Rd D 2 2,700 0 2,700 9,200 6,500 29%
Apopka-Vineland Rd S.R.438/A.D.Mims Rd E 2 11,072 27 11,099 _ _15,500 4,401 72%
A.D.Mims Rd/Clarcona-Ocoee Rd E 2 11,660 0 11,660 15,500 3,840 75%
Clarcona-Ocoee Rd/McCormick Rd E 2 11,954 0 11,954 15,500 3,546 77%
Bluford Ave S.R.50/Geneva St D 2 10,439 388 10,827 13,000 2,173 83%
Geneva StANhite Rd D 2 10,837 139 10,976 13,000 • 2,024 84%
White Rd/McKey St D 2 10,007 42 10,049 13,000 2,951 77%
McKey St/S.R.438 D 2 9,858 0 9,858 13,000 3,142 76%
Bowness Rd Kissimmee Ave/S.R.438 D 2 15,295 256 15,551 15,400 (151) 101%
Clarcona-Ocoee Rd SR.438/Wurst Rd E 2 3,385 50 3,435 15,200 11,765 23%
(aka Lakewood Ave) Wurst Rd/Clarke Rd E 2 5,831 0 5,831 15,200 9,369 38%
Clarke Rd/Apopka-Vineland Rd E 2 5,520 0 5,520 15,200 9,680 36%
Clarke Rd S.R.50/White Rd D 4 18,188 5,194 23,382 34,200 10,818 68%
White Rd/S.R.438 D 4 22,356 3,330 25,686 34,200 8,514 75%
S.R.438/A.D.Mims Rd D 4 10,245 772 11,017 34,200 23,183 32%
A.D.Mims Rd/Clarcona-Ocoee Rd D 4 1,726 46 1,772 34,200 32,428 5%
Flewelling St Ocoee Hills Rd/Russell Dr D 2 2,177 4 2,181 9,400 7,219 23%
Fullers Cross Rd Ocoee-Apopka/Clarcona-Ocoee E 2 3,442 0 3,442 11,900 8,458 29%
Geneva St Kissimmee Rd/Bluford Rd D 2 6,203 29 6,232 15,100 8,868 41%
Good Homes Rd SR.50/VVhite Rd E 2 13,284 1,231 14,515 15,900 1,385 91%
White Rd/S.R.438 E 2 7,192 957 8,149 15,900 7,751 51%
Hackney-Prairie Rd Clarke Rd/Apopka-Vineland Rd D 2 - 0 0 13,100 13,100 0%
Johio Shores Rd S.R.438/A.D.Mims Rd D 2 819 5 824 11,900 11,076 7%
Kissimmee Ave Maguire Rd/Bowness Rd D 2 10,098 398 10,496 15,400 4,904 68%
Maguire Rd Gotha Rd/Roberson Rd D 2 10,265 165 10,430 17,400 6,970 60%
Roberson Rd/Tomyn Rd D 2 14,092 640 14,732 17,400 2,668 85%
Tomyn Rd/Professional Prkwy D 2 15,036 809 15,845 17,400 1,555 91%
Professional Prkwy/S.R.50 D 2 14,943 364 15,307 17,400 2,093 88%
S.R.50/Story Rd D 2 10,948 328 11,276 15,400 4,124 73%
Marshall Farms Rd S.R.50/Maguire Rd D 2 3,716 0 3,716 12,100 8,384 31%
McKey St Kissimmee Ave/Bluford Ave E 2 4,830 0 4,830 11,700 6,870 41%
Ocoee-Apopka Rd S.R.438/Beltway E 2 8,850 0 8,850 17,400 8,550 51%
Beltway/McCormick Rd E 2 11,686 0 11,686 17,400 5,714 67%
Ocoee Hills Rd S.R.438/Flewelling St D 2 3,416 4 3,420 9,400 5,980 36%
Old Winter Garden Rd S.R.50/Blackwood Ave E 2 15,556 197 15,753 15,900 147 99%
Blackwood Ave/Hempel Ave E 2 14,429 575 15,004 15,900 896 94%
Professional Prkwy Maguire Rd/Old Winter Garden Rd D 2 4,945 65 5,010 10,400 5,390 48%
Russell Dr Flewelling StNVillow Creek Rd D 2 1,464 4 1,468 9,400 7,932 16%
S.R.50 9th StNVofford Rd D 4 42,405 229 42,634 44,000 1,366 97%
(West Colonial Dr) Wofford Rd/Maguire Rd D 4 42,997 663 43,660 44,000 340 99%
Maguire Rd/Old INinter Garden Rd D 4 45,921 1,355 47,276 44,000 (3,276) 107%
Old Winter Garden Rd/Clarke Rd D 4 38,441 4,718 43,159 44,000 841 98%
Clarke Rd/Good Homes Rd D 4 35,504 5,104 40,608 44,000 3,392 92%
S.R.438 E.Crown Point Rd/Bowness Rd E 2 11,457 0 11,457 16,600 5,143 69%
(Silver Star Rd) Bowness Rd/Bluford Ave E 2 13,541 0 13,541 16,600 3,059 82%
Bluford Ave/Clarke Rd E 2 11,988 218 12,206 21,243 9,037 57%
Clarke Rd/Good Homes Rd E 2 17,321 1,517 18,838 21,243 2,405 89%
Story Rd 9th StNVofford Rd E 2 6,387 12 6,399 15,100 8,701 42%
Wofford Rd/Kissimmee Ave E 2 5,771 168 5,939 15,100 9,161 39%
White Rd Bluford Ave/Clarke Rd D 2 5,141 795 5,936 14,000 8,064 42%
Clarke Rd/Good Homes Rd D 2 5,506 867 6,373 14,000 • 7,627 46%
Willow Creek Rd Russell Dr/VVurst Rd D 2 730 4 734 9,400 8,666 8%
Wurst Rd Clarcona-Ocoee Rd/A.D.Mims Rd D 2 7,187 4 7,191 11,900 4,709 60%
OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM 2 of 4
Traffic Volumes and Capacities by Road Segments
Traffic Volume Assignments (Sheet 1) 09/05/97
•
AD.Mims Rd Wurst Rd/Clarke Rd 0
Clarke Rd/Apopka-Vineland Rd 0
Adair St Wurst Rd/Clarcona-Ocoee Rd 0 '
Apopka-Vineland Rd S.R.438/A.D.Mims Rd 0
A.D.Mims Rd/Clarcona-Ocoee Rd 0,
Clarcona-Ocoee Rd/McCormick Rd 0
Bluford Ave S.R.50/Geneva St 21 109 200 330
Geneva SWVhite Rd 97 97
White Rd/McKey St 0
McKey SUS.R.438 0
Bowness Rd Kissimmee Ave/S.R.438 256 256
Clarcona-Ocoee Rd S.R.438/Wurst Rd 50 50
(aka Lakewood Ave) Wurst Rd/Clarke Rd 0
Clarke Rd/Apopka-Vineland Rd 0
Clarke Rd S.R.50/White Rd 70 624 4164 4,858
White Rd/S.R.438 555 2318 2,873
S.R.438/A.D.Mims Rd 717 717
A.D.Mims Rd/Clarcona-Ocoee Rd 0
Flewelling St Ocoee Hills Rd/Russell Dr 0
Fullers Cross Rd Ocoee-Apopka/Clarcona-Ocoee 0
Geneva St Kissimmee Rd/Bluford Rd 13 13
Good Homes Rd S.R.50/White Rd 55 1145 1,200
White Rd/S.R.438 957 957
Hackney-Prairie Rd Clarke Rd/Apopka-Vineland Rd 0
Johio Shores Rd S.R.438/A.D.Mims Rd 0
Kissimmee Ave Maguire Rd/Bowness Rd 111 256 367
Maguire Rd Gotha Rd/Roberson Rd 38 127 165
Roberson Rd/Tomyn Rd 22 457 127 606
Tomyn Rd/Professional Prkwy 22 438 127 184 771
Professional Prkwy/S.R.50 28 116 184 328
S.R.50/Story Rd 16 106 175 297
Marshall Farms Rd S.R.50/Maguire Rd 0
McKey St Kissimmee Ave/Bluford Ave
Ocoee-Apopka Rd S.R.438/Beltway
Beltway/McCormick Rd 0
Ocoee Hills Rd S.R.438/Flewelling St 0
Old Winter Garden Rd S.R.50/Blackwood Ave 79 6 106 191
Blackwood Ave/Hempel Ave 285 74 200 559
Professional Prkwy Maguire Rd/Old Winter Garden Rd 50 13 63
Russell Dr Flewelling StNVillow Creek Rd 0
S.R.50 9th St/Wofford Rd 229 229
(West Colonial Dr) Wofford Rd/Maguire Rd 40 229 330 599
Maguire Rd/Old Winter Garden Rd 28 458 689 1,175
Old Winter Garden Rd/Clarke Rd 186 1,075 2922 4,183
Clarke Rd/Good Homes Rd 101 366 4541 5,008
S.R.438 E.Crown Point Rd/Bowness Rd
(Silver Star Rd) Bowness Rd/Bluford Ave 0
Bluford Ave/Clarke Rd 86 86
Clarke Rd/Good Homes Rd 1,389 1,389,
Story Rd 9th StNVofford Rd 0
Wofford Rd/Kissimmee Ave 6 150 156
White Rd Bluford Ave/Clarke Rd 44 746 790
Clarke Rd/Good Homes Rd 62 746 808
Willow Creek Rd Russell DrANurst Rd 0
Wurst Rd Clarcona-Ocoee Rd/A.D.Mims Rd 0
OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM 3 of 4
Traffic Volumes and Capacities by Road Segments
Traffic Volume Assignments (Sheet 2) 09105/97
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A.D.Mims Rd Wurst Rd/Clarke Rd 0
Clarke Rd/Apopka-Vineland Rd 15 15
Adair St Wurst Rd/Clarcona-Ocoee Rd 0
Apopka-Vineland Rd S.R.438/A.D.Mims Rd 27 27
A.D.Mims Rd/Clarcona-Ocoee Rd 0
Clarcona-Ocoee Rd/McCormick Rd 0
Bluford Ave:::...::S.R.50lGeneva St::.............................................................................. 49 9
:......................... ..............:,:,58
Geneva StNJhite Rd 33 9 42
White Rd/McKey St 33 9 42
McKey St/S.R.438 0
Bowness Rd Kissimmee Ave/S.R.438 0
................................................................................................................................................................................................................................... ...................
Clarcona-Ocoee Rd S.R.438/Wurst Rd _ _ 0
(aka Lakewood Ave) Wurst Rd/Clarke Rd 0
Clarke Rd/Apopka-Vineland Rd 0
Clarke Rd S.R.50NJhite Rd 188 148 336
White Rd/S.R.438 337 120 457
S.R.438/A.D.Mims Rd 55 55
A.D.Mims Rd/Clarcona-Ocoee Rd 46 46
Flewelling St Ocoee Hills Rd/Russell Dr 4 4
Fullers Cross Rd Ocoee-Apopka/Clarcona-Ocoee 0
Geneva St Kissimmee Rd/Bluford Rd 16 16
Good Homes Rd S.R.50NVhite Rd 31 31
White Rd/S.R.438 0
Hackney-Prairie Rd Clarke Rd/Apopka-Vineland Rd 0
Johio Shores Rd S.R.438/A.D.Mims Rd 5 5
Kissimmee Ave Maguire Rd/Bowness Rd 20 11 31
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:�::s3:3:3:3:3:3:3:�:�:�3:3:3:3:3:3:33:3:3:_::;:•.:.•. ....,................y...........................�".......................... ................:::::
Maguire Rd Gotha Rd/Roberson Rd 0
Roberson Rd/Tomyn Rd 28 6 34
Tomyn Rd/Professional Prkwy 32 6 38
Professional Prkwy/S.R.50 32 4 36
S.R.50/Story Rd 20 11 31
Marshall Farms Rd S.R.50/Maguire Rd 0
McKey St Kissimmee Ave/Bluford Ave 0
Ocoee-Apopka Rd S.R.438/Beltway
Beltway/McCormick Rd 0
Ocoee Hills Rd S.R.438/Flewelling St 4 4
Old Winter Garden Rd S.R.50/Blackwood Ave 6 6
Blackwood Ave/Hempel Ave 16 16
Professional Prkwy Maguire Rd/Old Winter Garden Rd...........................:................:..:: ::::•::::::::::::::::::::.:::::.::•::::::::::.: :::::::.:::::::::::::._:::.
...................
:a:�;:�;;:�;:�;;:o::•::;•::•::•:;;:a:�;;;:�;;;:�;•::•::•:::�::�;:->;;:�;:::•;:•::•::::<;:::;:�i:�i:<�:�ii:<;;?�:::::�;;i:�;3�:2`';;;:;�::a:•::>::�::�::a:�;:�;:�;:�;::•::�>::•::''+.a::;:�:::�::��:�:::�:�::�:":;::c::;:;::� :�:�:�;�:�:::::::: :�i:%::%%:a:::;:k;::::�::;:::�:;;:::�::�::�i�if;:::z:i:�:%:;;::`;�;:.....
Russell Dr Flewelling StNJllow Creek Rd 4 4
:;:::'l•;;;;:;;:;•::•;:a::::•>;;;;;;:;;:::;:::::;>::.>:a::a:;;;;;;>:•a:::::•>:::; ;::::;:: :<::;:;; ;i:;:.'•::::::: ::::::::::::::::<:::i,>iiii :i::;ii:::::>;::::;<::;;:i;:::5::i:ii:ii: ;;;:;:;:;i:::::::;:;;:
S.R.50 9th St/Wofford Rd
(West Colonial Dr) Wofford Rd/Maguire Rd 52 12 64
Maguire Rd/Old Winter Garden Rd 153 27 180
Old Winter Garden Rd/Clarke Rd 89 400 46 535
Clarke Rd/Good Homes Rd 24 72 96
S.R.438 E.Crown Point Rd/Bowness Rd 0
(Silver Star Rd) Bowness Rd/Bluford Ave 0
Bluford Ave/Clarke Rd 132 132
Clarke Rd/Good Homes Rd 128 128
Story Rd 9th St/Wofford Rd 12 12
Wofford Rd/Kissimmee Ave 12 12
White Rd Bluford Ave/Clarke Rd 5
Clarke Rd/Good Homes Rd 31 28 59
Willow Creek Rd Russell Dr/Wurst Rd 4 4
Wurst Rd Clarcona-Ocoee Rd/A.D.Mims Rd 4 4
<`3i� :3:3: <`'': ::�:� :3: 3`'<:`�:3:3:3:3:3:3:3:�:�:? :`•': :33:?�:� :� :�:%'3'3::3:3:3:3:3Y3
OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM 4 of 4
Traffic Volumes and Capacities by Road Segments
Traffic Volume Assignments (Sheet 3) 09/05/97
A.D.Mims Rd Wurst Rd/Clarke Rd :....................... ......................_............................................... ............0.
Clarke Rd/Apopka-Vineland Rd 0
Adair St Wurst Rd/Clarcona-Ocoee Rd 0
Apopka-Vineland Rd S.R.438/A.D.Mims Rd 0
A.D.Mims Rd/Clarcona-Ocoee Rd 0
Clarcona-Ocoee Rd/McCormick Rd 0
BlufordAve ::....:::.S.R.50/Geneva St::........................... ....................................................................................::::0
Geneva StANhite Rd 0
White Rd/McKey St 0
McKey St/S.R.438 0
Bowness Rd Kissimmee Ave/S.R.438 0
Clarcona-Ocoee Rd ::.S.R.438Mlurst Rd::::...............................................................................................................:::::0:
....................... .....................................................................................
(aka Lakewood Ave) Wurst Rd/Clarke Rd 0
Clarke Rd/Apopka-Vineland Rd 0
Clarke Rd S.R.50M/hite Rd 0
White Rd/S.R.438 0
S.R.438/A.D.Mims Rd 0
A.D.Mims Rd/Clarcona-Ocoee Rd 0
Flewelling St Ocoee Hills Rd/Russell Dr:::............... ....................................................................................:::•.0•.
Fullers Cross Rd Ocoee-Apopka/Clarcona-Ocoee 0
GenevaSt:::.....:::Kissimmee Rd/Bluford Rd::............... .........................................................._........................::::.0..
Good Homes Rd S.R.50/White Rd 0
White Rd/S.R.438 0
:._:.Hackney-Prairie Rd Clarke Rd/Apopka-Vineland Rd::::.............................................................................................:::::0:
.............................................................................................................................................................................................
............................................................................................... ............................................................................................
Johio Shores Rd::::::.S.R.438/A.D.Mims Rd:::..........................................................................................................:::::0:
Kissimmee Ave Maguire Rd/Bowness Rd 0
Maguire Rd Gotha Rd/Roberson Rd 0
Roberson Rd/Tomyn Rd 0
Tomyn Rd/Professional Prkwy 0
Professional Prkwy/S.R.50 0
S.R.50/Story Rd 0
Marshall Farms Rd S.R.50/Maguire Rd 0
McKey St Kissimmee Ave/Bluford Ave 0
Ocoee-Apopka Rd S.R.438/Beltway 0
Beltway/McCormick Rd 0
Ocoee Hills Rd S.R.438/Flewelling St 0
Old Winter Garden Rd S.R.50/Blackwood Ave 0
Blackwood Ave/Hempel Ave 0
Professional P
Maguire Rd/Old Winter Garden Rd.::......................................................................................:::::0:
rkwy
Russell Dr Flewelling Stllow Creek Rd 0
S.R.50
.::::.....::::.9thStNVofford Rd::::........................... ...................................................................................::.::.0�.
(West Colonial Dr) Wofford Rd/Maguire Rd 0
Maguire Rd/Old Winter Garden Rd 0
Old Winter Garden Rd/Clarke Rd 0
Clarke Rd/Good Homes Rd 0
S.R.438 E.Crown Point Rd/Bowness Rd 0
(Silver Star Rd) Bowness Rd/Bluford Ave 0
Bluford Ave/Clarke Rd 0
Clarke Rd/Good Homes Rd 0
Story Rd 9th StlWofford Rd 0
Wofford Rd/Kissimmee Ave 0
White Rd Bluford Ave/Clarke Rd
Clarke Rd/Good Homes Rd 0
Willow Creek Rd Russell Dr/Wurst Rd 0
Wurst Rd Clarcona-Ocoee Rd/A.D.Mims Rd 0
TABLE 2
WASTEWATER CAPACITY
PROJECT NAME PERMITTED CAPACITY REMAINING CAPACITY
(GALLONS) (GALLONS)
Admiral Pointe 37,450 16,740
Amber Ridge 41,440 1,350
Cross Creek 104,800 35,370
Florida Urology Group 540 540
Goodman Commercial Park 9,910 8,209
Lake Bennet Centre(Lot 5) 3,575 3,575
Lake Olympia Square,Ph 1 &2 4,500 645
Lakendon 30,000 24,190
Ocoee Fire Stations 1,400 1,400
Plantation Grove Shopping Center 10,931 869
Spring Lake 91,250 50,220
Wesmere 57,450 20,520
West Oaks Mall(and Lot 12) 156,436 43,724
West End Professional Park 43,290 43,290
Whitehill,Phase II(Wedgewood 11880 21,870
Commons)
TOTAL 604,852 272,512
ALL_DATA\WORD\C ONCURRENCY\S E WERCAPACITY.d o c
July 1997
TABLE 3
WATER CAPACITY
PROJECT NAME ,; PERMITTED CAPACITY REMAINING CAPACITY
(GALLONS) (GALLONS)
Amber Ridge 48,300 1,500
Cross Creek 112,700 39,300
Florida Urology Group 600 600
Goodman Commercial Park 12,000 10,110
Lake Olympia Square,Phase 1 6,650 1,284
Lakendon 30,000 26,850
Plantation Grove Shopping Center 11,000 966
Spring Lake 63,350 55,800
Oaks at Starke Lake(Admiral Point) 38,000 18,600
Wesmere 80,500 22,800
West Oaks Mall 41,500 4,000
Whitehill,Ph II(Wedgewood Commons) 35,400 24,300
TOTAL 480,000 206,110
ALL_DATA\WORD\CONCURRENCY\WATERCAPACITY.doc
July 1997
TABLE 4
INVENTORY OF PARK LANDS
PARK: SIZE OF PARK(IN ACRES)
Beech Recreational Complex(Phase 1) 13 +/- acres
Central Park Complex 23 +/- acres
Forest Lake Golf Club 60 +/- acres *
John Vignetti Park 22 +/- acres
Municipal Park Complex 10 +/- acres
Parkside/Coventry Park 4+/- acres
Peach Lake Park/Russell Drive Park 3 +/- acres
Senior League Baseball Field 8 +/- acres
Silver Glen Park 5 +/- acres
Tiger Minor Park 5 +/- acres
TOTAL ACRES OF PARK LAND 153 TOTAL ACRES
* This presumes 25 percent of the total 240 acre site benefits Ocoee residents(based on the usage of
the course).
ALL_DATA\WORD\CONCURRENCY\PARKLANDS.doc
July 1997
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