The URL can be used to link to this page

Home My WebLink AboutVII(C) Discussion/ Action Re: Annual Concurrency Assessment O Infrastructure And Services Agenda 10-19-99 Item VII C "CENTER OF GOOD LIVING-PRIDE OF WEST ORANGE" MAYOR•COMMISSIONER Ocoee S. SCOTT VANDERGRIFT E: O� � patCITY O `OCOEE O, ^4 COMMISSIONERS g 150 N.LAKESHORE DRIVE DANNY HOWELL SCOTT ANDERSON OCOEE,FLORIDA 34761-2258 RUSTY JOHNSON lj �� (407)656-2322 NANCY J.PARKER Op G00V'� CITY MANAGER ELLIS SHAPIRO STAFF REPORT DATE: October 7, 1999 TO: The Honorable Mayor and City Commissioners • FROM: Bradley E. Friel, AICP, Capital Projects /Transportation Planner THROUGH: Russell B. Wagner, AICP, Director of Planning ifry SUBJECT: Annual Concurrency Assessment of Infrastructure and Services ISSUE: Should the Mayor and City Commissioners direct staff to prepare a Resolution adopting the attached annual Concurrency Assessment of Infrastructure and Services? BACKGROUND: Florida law requires that municipalities monitor certain facilities and services for concurrency purposes, including traffic circulation, sanitary sewer, potable water, solid waste, stormwater drainage, and recreation. All facilities and services must be available either concurrent with the impacts of new development, or as outlined in Chapter 163, Florida Statutes, as implemented' under Rule 9J-5, F.A.C. • Data and information for this report has been compiled with assistance from Jim Shira, P.E., City Engineer/Utilities Director; Bob Smith, Director of Public Works; Bruce Nordquist, Director of Recreation; Cathy Sills, Water Department and Lisa Strickland, Budget Technician. DISCUSSION: Attached is the annual Concurrency Assessment of Infrastructure and Services. This assessment has been completed to comply with Article IX of the Land Development Code, which requires that specific criteria be reviewed and inventories be reported at least once a year. In conjunction with this concurrency assessment, an Infrastructure Deficiencies Map must also be adopted before each new fiscal year. Below is a summary of the findings: Traffic Circulation: The most recent Comprehensive Plan Amendment adopted by Ocoee changed the Level of Service (LOS) used for monitoring some state and county roads from LOS "D" to LOS "E". All City roads continue to be held to a LOS "D". Table 1 of the attached EXHIBIT "A" lists each of the road segments monitored by the City's concurrency system as well as the LOS, volume, PoWF . Ote-^' �rotoct 1c=see`s Water€:e.sources ( The Honorable Mayor and City Commissioners October 7, 1999 Page 2 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. Currently, there are ten roadway segments, monitored in the Ocoee CMS, that are over 100 percent of capacity based on existing plus reserved volumes. Of the ten segments over 100 percent, three roadway segments exceed the 115 percent threshold set forth in the City's Concurrency management System and therefore should be placed on the Infrastructure Deficiencies Map as listed below: • Good Homes Road from State Road 50 to Balboa Drive (120%) • Maguire Road from Marshall Farms Road to Story Road (125%) • Old Winter Garden Road from Professional Parkway to Blackwood Avenue (121%) Once 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 FCC or TCRC, or if an alternative study (FDOT approved) proves the segment would still operate at acceptable FDOT standards. An example of this is Silver Star Road from Clarke Road to Good Homes Road which in previous years was over 115 percent of capacity. A study was done using ART_PLAN, a computer model developed by the Florida Department of Transportation (FOOT). 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. The remaining seven segments which are currently over 100 percent of capacity based on existing plus reserved volumes are: • Bowness Road from Story Road to Kissimmee Avenue (102%) • Maguire Road from Tomyn Road to Professional Parkway(104%) • Maguire Road from Professional Parkway to State Road 50 (103%) • State Road 50 from Marshall Farms Road to Maguire Road (103%) • State Road 50 from Maguire Road to Old Winter Garden Road(110%) • State Road 50 from Old Winter Garden Road to Blackwood Avenue (103%) • State Road 50 from Blackwood Avenue to Clarke Road (108%) POwT Protect Gco:a's Water Resources £_:? The Honorable Mayor and City Commissioners October 7, 1999 Page 3 These segments will be monitored closely and if any of them (or any other segment) reaches 115 percent, the City Commission will be notified. The roadway which has shown the largest percentage increase in traffic from 1998 to 1999 was Clarke Road from A.D. Mims to Hackney-Prairie Road. The increase in traffic volumes was 74 percent, or almost 4,200 daily trips. This increase is a result of the considerable residential construction that has occurred along Clarke Road. Other roads which showed significant increases in volumes were Good Homes Road ( commercial development in the County), Bowness Road ( Western Beltway construction) and Maguire Road ( residential construction). The traffic along State Road 50, from 9th Street to Good Homes Road, remained mostly unchanged with a moderate decrease from Wofford Road to Old Winter Garden Road. The trend in traffic growth on this road was has been steady for the last couple of years. The relative "slow down" in traffic growth is most likely attributable to less "new" commercial growth when compared to the opening of the West Oaks Mall and more importantly, as State Road 50 becomes more congested, motorists will find alternative routes to travel east/west. The City should expect an increase in traffic on State Road 50 as well as Old Winter Garden Road, Story Road and White Road once the 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 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 2.35 million gallons per day because of limitations on disposing of the effluent. The existing and reserved demand on the wastewater facility is 1.351 MGD Annual Average Daily Flow (AADF). Although adequate permitted capacity still remains for almost one million gallons of wastewater treatment or for 3,700 ERUs, 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. Potable Water: Ocoee is currently permitted by the St. Johns River Water Management District to produce up to 3.555 million gallons of potable water per day. Ocoee's current water customers use an average of 5.006 MGD. As can be seen the City exceed the permitted amount. In an effort to reduce potable water consumption and comply with St. John's requirements, the City has begun 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 is to reduce potable water demand by 10 percent by the summer of 2000. The City is also 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 to use for irrigation. This reclaimed water may be available to poWur Protect.Ocoee's Water Resources =: ..s The Honorable Mayor and City Commissioners October 7, 1999 Page 4 some customers by the summer of 2000. Once complete the reuse system is anticipated to reduce water consumption by up to 40 percent. Solid Waste: The City continues to fall below the allotted amount of solid waste collected from residential customers. Class I garbage and yard waste (grass clippings, etc.) together total about 2.89 pounds per person per day which is down from last year's figures (2.90 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 5.53 pounds of recyclables per household per week. This is up slightly from last year's 5.80 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 now complete. The Phase Group II projects have gone to bid and are in various stages of completion. Additionally, specialized equipment ( climbing excavator) has also been purchased to handle the routine maintenance required to keep systems functioning properly. Recreation: The City currently holds over 151 acres of public park lands. On average, the city has 7.0 acres of parkland for every 1,000 residents which exceeds the 4.0 acre standard adopted by the City. Although the City exceeds the adopted standard, all efforts need to be take to acquire additional land before it is built over with subdivisions. Many improvements have been made to existing park facilities in the past few years. The new recreational complex to be located on A.D. Mims Road is now complete. 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. Additionally, the City is working with land owners throughout the City and with the Orange County School Board to acquire additional park lands. RECOMMENDATION: Staff respectfully recommends that the Mayor and City Commissioners direct staff to prepare a Resolution to officially adopt the attached Concurrency Assessment of Infrastructure and Services and an accompanying Infrastructure Deficiencies Map. The Infrastructure Deficiencies Map will show the following infrastructure deficiencies: • Good Homes Road from State Road 50 to Balboa Drive • Maguire Road from Marshall Farms Road to Story Road • Old Winter Garden Road from Professional Parkway to Blackwood Avenue Attachment c:\all_data\bfpdfile\correspondence\staffreports\99-00con staff rptl.doc PowTh Protect flcaee'sWater Resources c , EXHIBIT "A" INFRASTRUCTURE CAPACITIES AND LEVELS OF SERVICE INVENTORY FOR CONCURRENCY MANAGEMENT CITY OF OCOEE, FLORIDA The following inventories, in conjunction with the Infrastructure Deficiencies Map, shall be maintained by the Development Administrator to be used for the concurrency assessment of new development: I. TRAFFIC CIRCULATION ..z`.« •;fir A. Design capacity of the roadway network as defined by the ..current r , Florida Department of Transportation (FDOT) Generalized Level Of Service (LOS) Tables. '�--•+ BR Table 1 outlines the vehicle volumes and capacities of all of the roadway segments monitored by the City of Ocoee's Concurrency Management System (CMS). The shaded roadways in Table 1 are non-CMS roadways that may need to be monitored for concurrency in the future. It is believed that these roadways will become increasingly important in Ocoee's future traffic circulation needs. For this reason, they are being included as potential CMS roadways in the most recent monitoring program.-The total capacity (vehicles per day) shown for all roadway segments is based on the adopted LOS as set in the Ocoee Comprehensive Plan. All of the monitored roadway segments have an adopted LOS D or LOS E. Identified below is a summarized version of FDOT's definitions of LOS A through LOS F: • LOS A - Primarily free flow of traffic; vehicles operate almost completely unimpeded. • LOS B - Reasonably free flow of traffic; vehicle movement is only slightly restricted. • LOS C -Vehicle speed still at or near free flow; vehicle movement is noticeably restricted. • LOS D - Speeds begin to decline slightly with increasing traffic; freedom to maneuver is noticeably limited. • LOS E - Speeds are noticeably reduced; operation is at capacity with little room to maneuver. • LOS F - Breakdown in vehicular flow; roadway is "gridlocked City of Ocoee-Inventory for Concurrency Management Pagel TABLE 1 OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM Traffic Volumes and Capacities by Road Segments Overall Summary Adopted No.of Daily Volumes(VPD) Capacity(VPD) Road Segment LOS Lanes Existing I Reserved I Combined Total I Remaining I %Used A.D.Mims Rd Wurst Rd/Clarke Rd E 2 7,497 96 7,593 17,400 9,807 44% Clarke Rd/Apopka-Vineland Rd E 2 4,797 15 4,812 17,400 12,588 28% Adair St Wurst Rd/Clarcona-Ocoee Rd D 2 3,322 0 3,322 9,200 5,878 36% Apopka-Vineland Rd S.R.438/A.D.Mims Rd E 2 12,346 132 12,478 15,500 3,022 81% A.D.Mims Rd/Clarcona-Ocoee Rd E 2 10,974 105 11,079 15,500 4,421 71% Clarcona-Ocoee Rd/McCormick Rd E 2 14,257 45 14,302 15,500 1,198 92% Blackwood Ave, Old Winter Garden Rd.to SR 50 D 4 6,326. 0 6,326. 34,200 27,874 . 18% Bluford Ave S.R.50/Geneva St D 2 10,371 205 10,576 13,000 2,424 81% Geneva St/White Rd-Orlando Ave D 2 10,580 242 10,822 13,000 2,178 83% White Rd-Orlando Ave/McKey St D 2 9,781 97 9,878 13,000 3,122 76% McKey St/S.R.438 D 2 10,524 77 10,601 13,000 2,399 82% Bowness Rd Story Rd/Kissimmee Ave D 2 15,781 0 15,781 15,400 (381) 102% Kissimmee Ave/S.R.438 D 2 12,992 0 12,992 15,400 2,408 84% Citrus Oaks Ave Old Winter Garden Rd.to SR 50 D 2 3,238 0 3,238 9,200 5,962 35% Lakewood Ave S.R.438/Rewis St E 2 9,425 0 9,425 15,200 5,775 62% Rewis St/Wurst Rd E 2 7,855 0 7,855 15,200 7,345 52% Wurst Rd/Fuller's Cross Rd E 2 3,463 37 3,500 15,200 11,700 23% Clarcona-Ocoee Rd Fuller's Cross Rd/Adair St E 2 4,521 4,305 8,826 15,200 6,374 58% Adair St/Clarke Rd E 2 4,889 194 5,083 15,200 10,117 33% Clarke Rd/Apopka-Vineland Rd E 2 9,904 208 10,112 15,200 5,088 67% Clarke Rd S.R.50ANhite Rd D 4 21,841 3,472 25,313 34,200 8,887 74% White Rd/S.R.438 D 4 26,854 2,236 29,090 34,200 5,110 85% S.R.438/A.D.Mims Rd D 4 15,769 1,285 17,054 34,200 17,146 50% A.D.Mims Rd/Hackney-Prairie Rd D 2 9,699 910 10,609 15,200 4,591 70% Hackney-Prairie Rd/Clarcona-Ocoee Rd D 2 6,489 545 7,034 15,200 8,166 46% Flewelling St 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 3,895 0 3,895 11,900 8,005' 33% Geneva St Kissimmee Rd/Bluford Rd D 2 10,529 25 10,554 15,100 4,546 70% Good Homes Rd Old Winter Garden Rd/East-West Expwy E 2 13,014 484 13,498 15,900 2,402 85% East-West Expwy/S.R.50 E 2 14,354 241 14,595 15,900 ' 1,305 92% S.R.50/Balboa Dr. E 2 18,886 172 19,058 15,900 (3,158) 120% Balboa Dr/White Rd E 2 14,553 172 14,725 15,900 1,175 93% White Rd/S.R.438 E 2 6,685 141 6,826 15,900 9,074 43% Hackney-Prairie Rd Clarke Rd/Apopka-Vineland Rd D 2 391 665 1,056 13,100 12,044 8% Hemple Ave Gotha Rd/Old Winter Garden Rd D. 2 . 8,223 0 8,223 13,100 4,877 63% Johio Shores Rd S.R.438/A.D.Mims Rd D 2 1,522 72 1,594 11,900 10,306 13% Kissimmee Ave Story Rd/Bowness Rd D 2 5,132 111 5,243 15,400 10,157 34% Maguire Rd Gotha Rd/Roberson Rd D 2 11,356 146 11,502 17,400 5,898 66% Roberson Rd/Tomyn Rd D 2 16,328 356 16,684 17,400 717 96% Tomyn Rd/Professional Prkwy D 2 17,682 346 18,028 17,400 (628) 104% Professional Prkwy/S.R.50 D 2 17,831 134 17,965 17,400 (565) 103% S.R.50/Marshall Farms Rd D 2 14,111 142 14,253 15,400 1,147 93% Marshall Farms Rd/Story Rd D 2 19,290 36 19,326 15,400 (3,926) 125% Marshall Farms Rd S.R.50/Maguire Rd D 2 6,745 0 6,745 12,100 5,355 56% McCormick Rd . Ocoee-Apopka Rd/Apopka-Vineland Rd D 2 3,202 . 0 3,202 12,100 . 8,898 26% McKey St Kissimmee Ave/Bluford Ave E 2 4,866 0 4,866_ 11,700 6,834 42% Ocoee-Apopka Rd S.R.438/Fullers Cross Rd E 2 10,840 0 10,840 17,400 6,560 62% Fullers Cross Rd/McCormick Rd E 2 16,249 0 16,249 17,400 1,151 93% Ocoee Hills Rd S.R.438/Flewelling St • D 2 3,479 100 3,579 9,400 5,821 38% Old Winter Garden Rd S.R.50/Professional Pkwy E 2 12,965 53 13,018 15,900 2,882 82% Professional Pkwy/Blackwood Ave E 2 19,024 215 19,239 15,900 (3,339) 121% Blackwood Ave/Hempel Ave E 2 15,519 0 15,519 15,900 381 98% Hempee Ave/Citrus Oaks Ave E 2 14,380 0 14,380 15,900 1,520 90% Citrus Oaks Ave/Good Homes Rd E 2 14,373 0 14,373 15,900 . 1,527 . 90% Good Homes Rd/Apopka-Vineland Rd E 2 20,041 ' 0 20,041 15,900. __ (4,141) 126% Orlando Ave Bluford Ave to White Rd D 2 4,402 400 4,802 14,000 9,198 34% Professional Prkwy Maguire Rd/Old Winter Garden Rd D 2 5,127 13 5,140 10,400 5,260 49% Ocoee Planning Dept. Page 1 10/7/99 TABLE 1 OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM • Traffic Volumes and Capacities by Road Segments • Overall Summary Adopted No.of Daily Volumes(VPD) Capacity(VPD) Road .Segment LOS _ Lanes Existing I Reserved I Combined Total I Remaining I %Used Rewis St Lakewood Ave/Flewelling St D 2 1,318 0 1,318 9,400 8,082 14% Roberson Rd - Windermere Rd/Maguire Rd . D 2 5,301 0 ' 5,301 12,100 6,799 , 44% Russell Dr Flewelling St/VVillow Creek Rd D 2 1,540 4 1,544 9,400 7,856 16% S.R.50 9th St/Wofford Rd D 4 42,897 245 43,142 i 44,000 858 98% (West Colonial Dr) Wofford Rd/Marshall Farms Rd D 4 43,161 245 43,406 44,000 594 99% Marshall Farms Rd/Maguire Rd D 4 44,796 476 45,272 44,000 (1,272) 103% Maguire Rd/Old Winter Garden Rd D 4 47,236 1,093 48,329 44,000 (4,329) 110% Old Winter Garden Rd/Blackwood Ave D 4 42,630 2,624 45,254 44,000 (1,254) 103% Blackwood Ave/Clarke Rd D 4 44,868 2,679 47,547 44,000 (3,547) 108% Clarke Rd/Good Homes Rd D 4 38,733 2,474 41,207 44,000 2,793 94% S.R.438 E.Crown Point Rd/Bowness Rd E 2 12,860 0 12,860 16,600 3,740 77% (Silver Star Rd) Bowness Rd/Ocoee-Apopka Rd E 2 14,009 0 14,009 16,600 2,591 84% Ocoee-Apopka Rd/Bluford Ave E 2 14,269 86 14,355 16,600 2,245 86% Bluford Ave/Ocoee-Hills Rd E 2 14,363 1,690 16,053 16,600 547 97% Ocoee-Hills Rd/Clarke Rd E 2 15,267 459 15,726 16,600 874 95% Clarke Rd/Johio Shores Rd E 2 17,883 785 18,668 21,243 2,575 88% Johio Shores Rd/Good Homes Rd E 2 17,090 785 17,875 21,243 3,368 84% Story Rd 9th St/Wofford Rd E 2 9,080 47 9,127 15,100 5,973 60% Wofford RdlKissinimee Ave I E 2 8,429 55 8,484 15,100 6,616• 56% ' Taylor St Franklin St/Mckey St E 2 3,404. 0 3,404 11,700 8,296 29% White Rd Bluford Ave/Clarke Rd D 2 6,340 1,205 7,545 14,000 6,455 54 (Orlando Ave) Clarke Rd/Good Homes Rd D 2 7,055 1,149 8,204 14,000 5,796 59% Willow Creek Rd Russell Dr/Wurst Rd D 2 730 4 734 9,400 8,666 8% Wurst Rd Lakewood Ave/Adair St D 2 6,607 4 6,611 11,900 5,289- 56% Adair St/A.D.Mims Rd D 2 8,435 4 8,439 11,900 3,461 71% Note: Shaded roadway segments indicate those roadways which am not included in the Ocoee Concurrency Management System. Although these roadway segments am included for information purposes only,they may need to be included in the CMS at some . point in the future to monitor growth more efectively. • Ocoee Planning Dept. Page 2 10/7/99 B. The existing level of service measured by the average annual number of trips per day on a roadway as provided by annual traffic counts performed by the City of Ocoee's consultants. If a roadway has reached the maximum capacity as defined by the 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 July 1999. Comparing this existing count data with the Total Allowable Capacity, only nine segments have existing counts that exceed the= FDOT generalized LOS capacity. The nine segments are listed below: • Bowness Road from Story Road to Kissimmee Avenue • Good Homes Road from State Road 50 to Balboa Drive • Maguire Road from Tomyn Road to Professional Parkway • Maguire Road from Professional Parkway to State Road 50 • Maguire Road from Marshall Farms Road to Story Road • Old Winter Garden Road from Professional Parkway to Blackwood Avenue • State Road 50 from Marshall Farms Road to Maguire Road • State Road 50 from Maguire Road to Old Winter Garden Road • State Road 50 from Blackwood Avenue to Clarke Road Because of the margin of error involved in counting daily traffic, the State actually allows cities to "cap" the daily volumes higher than the roadway capacity established for the adopted LOS. It is for this reason the City's concurrency management system does not place a road segment on the Infrastructure Deficiencies Map until it reaches 115 percent of the LOS of that particular roadway segment. (See Paragraph F below for a discussion of capacities of roadway segments after reserved trips are added to existing trips.) City of Ocoee-Inventory for Concurrency Management Page4 C. The adopted LOS standards (as defined by the current 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 five segments listed under section B, all roads have capacity based on existing traffic ( before reserved trips are accounted for). E. The capacities .reserved for those projects with a Final Certificate -. of Concurrency or Transportation Capacity Reservation Certificate. Trips are reserved for those projects with Final Certificates of Concurrency (FCC's) or Transportation Capacity Reservation Certificates (TCRC's). These projects with reserved trips are listed on Table 2. The total reserved trips for each road segment are also listed on Table 1. For those developments which are currently in the building stage, units, which are already adding trips on the road (homes or businesses that are occupied) have been subtracted from the overall total trips that are concurrent (to avoid double counting). F. The projected capacities or deficiencies due to those projects with a Final Certificate. of . Concurrency or Transportation Capacity Reservation Certificate. The total trips generated by those projects with a FCC or a TCRC is recorded in the Reserved column of Table 1. When added to existing traffic,.the combined amount must be less than 115 percent of the maximum allowable capacity for each road segment, or the segment is placed on the Infrastructure Deficiencies Map. Based on existing trips plus reserved trips, there are ten segments over 100 percent of the maximum capacity and of those ten, three roadway segments are over the 115 percent of maximum capacity. If a roadway segment reaches 115%, it must be placed on the Infrastructure Deficiencies Map and development may not be City of Ocoee-Inventory for Concurrency Management Pages TABLE 2 OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM Traffic Volumes and Capacities by Road Segments Traffic Volume Assignments 10/06/99 I Grimes Lake Bennet Lake Lotta DRIs Remington Lake Teak Isle Brock Packer Olympia ' Office Centre Ph.1(both DRIB) Oaks Olympia Summerville West Oaks warehouse Warehouse Dev.Tract ` Road Segment ' Park (Lots 3,4,8) (Remaining lots) (47 Lots) Lot 3A ALF Sq exp exp Sub-Total A.D.Mims Rd Worst Rd/Clarke Rd 96 _ 96 Clarke Rd/Apopka-Vineland Rd 15 15 Adair St Worst Rd/Clarcona-Ocoee Rd I 0 Apopka-Vineland Rd S.R.438/A.D.Mims Rd I 105 27 132 A.D.Mims Rd/Clarcona-Ocoee Rd 105 105 Claroona-Ocoee Rd/McCormick Rd 45 45 Blackwood Ave Old Winter Garden Rd.to SR 50 0 Bluford Ave S.R.50/Geneva St 109 5 5 86 205 Geneva St1Nhde Rd-Orlando Ave 97 1 1 143 242 White Rd-Orlando Ave/McKey St 97 97 McKey St/S.R.438 I 77 77 Bowness Rd Story Rd/Kissimmee Ave 0 Kissimmee Ave/S.R.438 I 0 Citrus Oaks Ave Old Winter Garden Rd.to SR 50 0 _ - —_ Lakewood Ave S.R.438/Rewis St _.______..._—._..-._ --_._._....-._.._ __._-...-__-._._._ ._..�.__...... 0— (Clarcona-Ocoee) Rewis Sll Wurst Rd - 0 Worst Rd/Fuller's Cross Rd 37 37 Clarcona-Ocoee Rd Fuller's Cross Rd/Adair St 624 3644 37 4,305 (Lakewood Ave) Adair St/Clarke Rd 37 157 194 Clarke Rd/Apopka-Vineland Rd 51 157 208 Clarke Rd S.R.50/White Rd 555 1957 188 132 141 499 3,472 White Rd/S.R.438 428 337 330 141 1000 2,236 S.R.438/A.D.Mims Rd 181 55 49 1000 1,285 A.D.Mims Rd/Hackney-Prairie Rd 365 46 499 910 Hackney-Prairie Rd/Clarcona-Ocoee Rd • 150 46 349 545 Flewelling St Ocoee Hills Rd/Rewis St 4 4 Fullers Cross Rd Ocoee-Apopka/Clarcona-Ocoee 0 Geneva St Kissimmee Ave/Bluford Ave 13 6 6 25 Good Homes Rd Old Winter Garden Rd/East-West Expwy . 55 429 484 East-West Expwy/S.R.50 241 - __ _ _ _ 241 S.R.50/Balboa Dr. 1 31 141 172 Balboa DrNVhite Rd - 31 141 172 White Rd/S.R.438 , 141 141 Hackney-Prairie Rd Clarke Rd/Apopka-Vineland Rd ' 515 _150 _ 665 Hemple Ave Gotha Rd/Old Winter Garden Rd e 0 Johio Shores Rd S.R.438/A.D.Mims Rd 5 10 57 72 Kissimmee Ave Story Rd/Bowness Rd 111 111 Maguire Rd Gotha Rd/Roberson Rd 19 127 146 Roberson Rd/Tomyn Rd 228.5 127 356 Tomyn Rd/Professional Prkwy 219 127 346 Professional Prkwy/S.R.50 116 9 9 134 S.R.50/Marshall Farms Rd 106 _ 18 18 142 Marshall Farms Rd/Story Rd 18 18 36 Marshall Farms Rd S.R.50/Maguire Rd _ McCormick Rd Ocoee-Apopka Rd/Apopka-Vineland Rd McKey St Kissimmee Ave/Bluford Ave 0 Ocoee-Apopka Rd S.R.438/Fullers Cross Rd • - 0 • Fullers Cross Rd/McCormick Rd I 0 Ocoee Hills Rd S.R.438/Flewelling St 4 10 86 100 Old Winter Garden Rd S.R.50/Professional Pkwy 6 • 35 6 6 53 Professional Pkwy/Blackwood Ave 74 94 35 6 6 215 Blackwood Ave/Hempel Ave I 0 Hemple Ave/Citrus Oaks Ave 0 Citrus Oaks Ave/Good Homes Rd 0 Good Homes Rd/Apopka-Vineland Rd 0 Orlando Ave Bluford Ave to White Rd I 400 400 TABLE 2 OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM Traffic Volumes and Capacities by Road Segments - Traffic Volume Assignments - 10/06/99 Grimes Lake Bennet Lake Lotta ORIs Remington Lake Teak Isle Brock Packer Olympia Office Centre Ph.1(both DRIB) Oaks Olympia Summerville West Oaks warehouse Warehouse Dev.Tract _ Road Segment Park (Lots 3,4,8) (Remaining lots) (47 Lots) Lot 3A ALF Sq exp exp Sub-Total Professional Prkwy Maguire Rd/Old Winter Garden Rd 13 . 13 Rewis St Lakewood AvelFlewelling St p ' Roberson Rd Windermere Rd/Maguire Rd . . 0 Russell Dr Flewelling St/Willow Creek Rd 4 4- S.R.50 9th St/Wofford Rd - 229 8 8 245 (West Colonial Dr) Wofford Rd/Marshall Farms Rd 229 8 8 245 Marshall Farms Rd/Maguire Rd 458 9 9 476 Maguire Rd/Old Winter Garden Rd 1,075 0 9 9 1,093 Old Winter Garden Rd/Blackwood Ave 366 1827 89 247 8 8 79 2,624 Blackwood Ave/Clarke Rd 366 1827 89 247 8 8 134 2,679 Clarke Rd/Good Homes Rd 1962 24 353 135. 2,474 S.R.438 E.Crown Point Rd/Bowness Rd 0 -(Silver Star Rd) Bowness Rd/Ocoee-Apopka Rd Ocoee-Apopka Rd/Bluford Ave 86 800 Bluford Ave/Ocoee-Hills Rd 1,317 132 42' 199 1,690 Ocoee-Hills Rd/Clarke Rd • 132 42 285 459 Clarke Rd/Johio Shores Rd 128 86 571 785 Johio Shores Rd/Good Homes Rd 128 86 571 785 Story Rd 9th St/Wofford Rd ! 23 24 47 Wofford Rd/Kissimmee Ave 6 24 25 55 Ta for SI Franklin St/Mcke St ll _ - , 0 White Rd Bluford Ave/Clarke Rd 44 746 5 10 _ 400 1,205 (Orlando Ave) Clarke Rd/Good Homes Rd 62 746 31 10 300 1,149 Willow Creek Rd Russell Dr/Wurst Rd 4 4 Wurst Rd Lakewood Ave/Adair SI 4 4 Adair St/A.D.Mims Rd 4 4 Note:Shaded roadway segments indicate those roadways which are not included in the Ocoee Concurrency 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 future to monitor growth more electively. approved which affects that roadway segment unless a project is vested, has a valid FCC or TCRC, or if an alternative study (FDOT approved) proves the segment would still operate at acceptable FDOT standards. Based on the information provided above, the three segments which should be place on the Infrastructure Deficiencies Map are listed below: • Good Homes Road from State Road 50 to Balboa Drive • Maguire Road from Marshall Farms Road to Story Road • Old Winter Garden Road from Professional Parkway to Blackwood Avenue The remaining seven segments which are currently over 100 percent of capacity based on existing plus reserved volumes are: • Bowness Road from Story Road to Kissimmee Avenue • Maguire Road from Tomyn Road to Professional Parkway • Maguire Road from Professional Parkway to State Road 50 • State Road 50 from Marshall Farms Road to Maguire Road • State Road 50 from Maguire Road to Old Winter Garden Road • State Road 50 from Old Winter Garden Road to Blackwood Avenue • State Road 50 from Blackwood Avenue to Clarke Road These segments will be monitored closely and if any of them (or any other segment) reaches 115 percent, the City Commission will be notified. G. The improvements to be made to the roadway network in the current fiscal year by any approved projects pursuant to previous development orders or permits and the impact of such improvements on the existing capacities or deficiencies. Brookestone, formerly known as Westport, is located on the west side of Maguire Road between Wesmere and the existing Tomyn Road. This project is currently in the construction process. Once City of Ocoee-Inventory for Concurrency Management Page8 completed, a new divided roadway, Tomyn Boulevard, will be available for public use connecting Maguire Road and Windermere Road. This road will provide an additional east-west road south of State Road 50. H. The improvements to be made to the roadway network in the current fiscal year and the first three years of the Five-Year Capital Improvement Plan by the City of Ocoee, Orange County, the FDOT, or other public agency and the impact of such improvements on the existing capacities or deficiencies. The first phase of the Maguire Road widening, from Roberson Road to State Road 50 is planned to be completed during the Year 2001/02. The timing on this project - which includes the bridge - depends to a large extent on the final design of the project and the final configuration of the intersection with State Road 50. The widening of Professional Parkway / Old Winter Garden Road from Maguire Road to Hemple Avenue is also.in the City's CIP. The timing of this project also depends on the City's preferred intersection alignment at the Professional Parkway / Old Winter garden Road intersection, as well as pay back agreements with the County and, to some extent, on the developer of the West End Professional Park. The four laning of this roadway; as well as the intersection improvements at Maguire Road .and Old Winter Garden Road will create a parallel roadway to State Road 50. The parallel roadway allows motorist in southern Ocoee .to travel east/west without using State Road 50. The . extension of Maine Street as a four lane roadway from Blackwood Avenue to Bluford Avenue and then to Maguire Road will create another parallel roadway to State Road 50. This roadway will function similar to Professional Parkway by allowing motorists to travel east/west without using State Road 50. This , project is dependent on funding. Orange County has three proposed projects in its current CIP which will have an impact on Ocoee's road system. The Apopka-Vineland Road project,. which will realign Apopka-Vineland Road from its intersection with A.D. Mims Road - south to Silver Star and then extend the road south to State Road 50, is planned for phased construction starting in late 1999. Clarcona-Ocoee Road from Hiawassee Road, to Ocoee-Apopka Road is planned to be widened to four lane in the Year 2002/03. Old Winter Garden Road from Apopka-Vineland to Hemple Avenue is scheduled to be widened to four lanes in the Year 2002/03. City of Ocoee-Inventory for Concurrency Management Page9 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 Silver Star and Ocoee Hills Roads are both in the FDOT's current Five-Year Plan. The construction of the Western Beltway was begun in June of 1998. It is anticipated that the segment from US 441 in Apopka to State Road 50 in Ocoee will be completed. by the year 2001. This roadway is anticipated to change the driving habits of many west Orange County residents. Changes in Ocoee's traffic patterns will be closely monitored when the project is,complete. Progress on the above projects will be monitored and changes to the roadway capacities will be made as appropriate. I. Annual update of the City's transportation network as modeled using the Region's most recent OUATs model. During the fall of 1997, City staff and the City's transportation consultant, TransCore, began developing a Master Transportation Plan for the City of Ocoee. . This plan is intended to identify the various transportation issues that will affect the City through the year 2020. The plan was adopted by the City Commission in the fall of 1998. City of Ocoee-Inventory for Concurrency Management Pagel II. SANITARY SEWER A. The design capacity of the -k. ` wastewater treatment facility. CITY OF OCOEE „-4 . `^ WASTEWATER' =e; TREATMENT The City of Ocoee has one " ' FACILITY A 1800 A.D.MIMS ROAD r_ wastewater treatment facility �. ,� y with a permitted treatment capacity of 3.0 million gallons per day (MGD). The current , „t I0,j\ `. Florida Department of Environmental Protection (DEP) operation permit limits treatment capacity to the current effluent disposal capacity of 2.35 MGD. This is the current permitted effluent disposal capacity of the combined wastewater treatment plant site effluent ponds and the golf course. B. The existing level of service standard for average daily flows per equivalent residential unit. The existing level of service (LOS) is calculated by dividing the number of equivalent residential units (ERUs) into the average daily flows represented by the existing customer base. The average daily flow (daily flow counts taken from July 1998 through June 1999 and then averaged for the 12-month period) is 1.172 MGD (1,172,000 gallons per day). There are 4,792 sanitary sewer customers on record with the Utility Department, each with an existing LOS of 244 gallons per day (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 begun the construction of Phase I of an effluent reuse project that will allow us to distribute reclaimed water to the homes and businesses along the Clarke Road -corridor. Phase I of this effluent reuse project will increase the wastewater treatment facility's effluent disposal capacity to 1.5 MGD, and future phases of the project will bring our ultimate effluent disposal capacity to City of Ocoee-Inventory for Concurrency Management - Pagell approximately 3.5 MGD. E. The capacities reserved for approved but unbuilt development. For concurrency purposes regarding sanitary sewer, the City of Ocoee defines approved but'unbuilt development as those portions of a project which have not yet been built but which have sanitary sewer capacity reserved through a Department. of Environmental Protection (DEP) permit. Currently, the City has 178,713 gallons of capacity that have been reserved and are still unused. The reserved capacity is tracked by the Finance Department. The current wastewater facility has a treatment capacity of 3.0 MGD. The system as currently permitted by DEP for effluent disposal can treat a total of 2.35 MGD or 8,704 ERUs. With the 1.172 MGD current use (which equates to 4,341 ERUs) and 178,713 gallons reserved. (as permitted) for unbuilt development the total exiting and reserved demand on the wastewater facility is 1,350,713 gallons per day. Adequate permitted capacity still remains for almost one million gallons of wastewater treatment or for 3,700 ERUs. F. The improvements to be made to the facility in the current fiscal year by any approved projects pursuant to previous development orders and the impact of such improvements on the existing capacities or deficiencies. All new development along the Clarke Road corridor will be required to install -reuse lines as part of their infrastructure improvements. This includes the Prairie Lakes developments, Remington Oaks and other property along Clarke Road. G. The improvements to be made to the facility in the current fiscal year by the City of Ocoee and the impacts of such improvements on the existing capacities or deficiencies. Construction of Phase I of the effluent reuse project has begun and is anticipated to be completed in the summer of 2000. City of Ocoee-Inventory for Concurrency Management Pagel2 Ill. POTABLE WATER A. The design capacity of the potable 04 Coe water treatment facilities. City 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 T;''LIUU _' °`_ 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 1999 as permitted by SJRWMD is 3.524 MGD (11,747 ERUs) and 3.555 MGD (11,850) for 2000. These are calendar year permits so the majority of our fiscal year will be measured against the 3.555 MGD. B. The. existing level of service measured by the average number of gallons per day per unit based on the average flows experienced. The average number of gallons used per day based on the 12-month average from July 1998 through June 1999 was 5.006 MGD. Taking the 20 percent average deduction for unmetered losses for such things as hydrant flushing, leakage's, and calibration variances in the meters, the average daily number of gallons actually used by customers in the system is 4.005 MGD. (The American Waterworks Association Research Foundation has estimated that leakage's of up to 26 percent can be expected from a system of our size.) There are currently 8,243 customers representing approximately 13,350 ERUs in the system. Taking the number of ERUs and the average flow used by customers in the system, the existing LOS is 317 GPD/ERU. C. The existing potable water storage capabilities of. the water system. . The water storage capabilities are as follows: South Water Plant: 1,250,000 Gallons City of Ocoee-Inventory for Concurrency Management - Pagel3 Forest Oaks Water Plant: 1,050,000 Jamela Water Plant: 1,000,000 Total: 3,300,000 Gallons D. The existing minimum water pressure. The Land Development Code requires a minimum water pressure of 20 pounds per square inch (20 psi). New development is required to show that it meets this requirement (which is usually done through computer modeling). The existing system is tested by the Ocoee Fire Department on a regular basis through gauging fire hydrants. E. The adopted level of service standards for the potable water facilities. The adopted LOS is 300 GPD/ERU. F. The existing capacities or deficiencies of the system. The existing LOS of 317 GPD/ERU exceed the adopted LOS as outlined in the Comprehensive Plan. The 317 GPD/ERU is an increase of almost 20 gallons per day over last years 298 GPD/ERU. This increase is attributed to the residual effect of last years drought and can be largely attributed to the watering of yards. The overall water usage is anticipated to decrease once the City's POWR program has had sufficient time to be effective and once the City's reuse system is in place and certain parts of the City start using reclaimed water for irrigating their lawns. (See Paragraph G below for a discussion of capacities remaining after reserved gallons are added to existing gallons in the system.) G. The capacities reserved for approved but unbuilt development. For concurrency purposes regarding potable water, the City of Ocoee defines approved but unbuilt developments as those portions of a project which have not yet been built but which have potable water capacity reserved through a DEP permit. The Finance Department tracks the projects which fall under this category and the number of potable water gallons that have been reserved and are still unused for each of those projects. According to the City's records, 205,215 gallons per day have been reserved and not are still not used. With a permitted well pumping capacity of 3.555 MGD, the 4.708 MGD averaged for the past year and the 205,215 gallons reserved for approved but unbuilt development, put the system - as permitted - over capacity. This again is a result of having to use strictly potable City of Ocoee-Inventory for Concurrency Management Pagel4 water for irrigation purposes. As the reuse lines are put in place and the reclaimed water system becomes operational, the potable water demand will decline accordingly. Additionally, the City's POWR program has begun as a public information and education program in cooperation with the St. Johns River Water Management District. One of the goals of this program is to reduce potable water demand by 10 percent by the summer of 2000. It should also be noted that the reserved capacity for approved but unbuilt development will come on line over the next several years. It is included in this report as a tool to helping plan for future needs of the system. H. The improvements to be made to the facilities in the current fiscal year by any approved projects pursuant .to previous development orders or permits and the impact of such improvements on the existing capacities or deficiencies. There are no trunk line potable water system improvements scheduled to be made by developers in this fiscal year; however, as stated previously in this report, the installation of reuse lines by future developers along the Clarke Road corridor will help alleviate 30-to-40 percent of total residential flows for those future customers which can be directly attributed to irrigation purposes. 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 late 1998 the City begun construction on major enhancements to the distribution system. The City has also begun construction of the first phase of the wastewater reuse project. We anticipate being able to supply reuse - water to selected areas-by the summer of 2000. This will reduce the irrigation demand on the water system which will reduce the amount of water pumped. The wastewater reuse project will initially serve the mall area and Clarke. Road medians with reclaimed water. That alone will cut the potable water consumption by some 250 ERUs. The 1997 Bond Issue included funds for the future retrofitting of several existing subdivisions along the Clarke Road corridor. The design of the retrofit is underway. That phase of the project will take another estimated 400 ERUs off the daily flows. We are also City of Ocoee-Inventory for Concurrency Management - Pagel5 working on an agreement with Orlando and Orange County to allow us to tap into the Conserve line that runs along Roberson Road. This would allow us to provide reuse water for irrigation to Wesmere, Windermere Groves, and Cross Creek as well as other development that will occur south of the Turnpike along Maguire Road. This will further reduce our withdrawal from the aquifer and will bring us at or below the level of withdrawal permitted by SJRWMD. City of Ocoee-Inventory for Concurrency Management Pagel IV. SOLID WASTE A. The percentage of the total - ° *N r• amount of solid waste �' z a disposal capacity allocated to , 4 ,, , the City of Ocoee by Orange County or other applicable solid waste disposal facilities. The City of Ocoee currently . . , _ A . provides residential solid waste collection services. Commercial garbage is franchised to a private contractor. The City of Ocoee does not have a contract with Orange County for a certain allotment of solid waste disposal capacity. Orange County has not notified the City of any limitation or of any maximum allowable waste that will be accepted from the City. To this end, the City will permit additional customers until notified otherwise by the County. B. The existing level of service measured by the solid waste per pound per capita per weekly collection. Orange County currently places no overall limitations on the amount of solid waste generated by the City of Ocoee; however, the City does limit the amount of solid waste it collects from its residential customers and anything over that limit is only collected after the customer pays an additional fee. The current LOS for residential customers is 6.0 pounds per capita per day. Service is provided as required by state statute for the separation of Class 1 garbage from recyclable and yard waste. From July 1, 1998 through June 30, 1999, a total of 7,477 tons of Class 1 residential garbage was transported by the City of Ocoee to the Orange County landfill. That figure averages out to 623.08 tons per month or 1,246,160 pounds per month or 41,538 pounds per day. There are currently 7,280 residential garbage customers (households) in Ocoee. At 41,538 pounds per day, that equates to 5.71 pounds per day per customer or 1.90 pounds per person per day. The pounds per day per customer figure is consistent with previous years. Yard waste is contracted out to Jennings Environmental. According to recent estimates, the average daily yard waste per customer is 2.98 pounds per customer per day or .99 pounds per person per day. - That added to the above figure for Class 1 garbage equals 2.89 pounds per person per day. This is still well below the 6 pounds per person per day adopted LOS. City of Ocoee-Inventor/for Concurrency Management Page17 A total of 1047 tons of residential recyclables was collected from July 1998 to June 1999. That amounts to 5.53 pounds per household per week. This represents a 1/4 pound increase in the amount of weekly recycling per household from the previous year. C. The projected capacities reserved for those projects with a Final Certificate of Concurrency. Because Orange County has not placed any limitation on the amount of solid waste generated by the City of Ocoee, the City will reserve capacity for approved but unbuilt development in one-year increments for those developments that receive Final Certificates of Concurrency. D. The existing recycling criteria as established by the Florida Department of Environmental Protection and Orange County. The City of Ocoee began its residential recycling program in July 1990 in accordance with state and local regulations. All businesses and all multi-family housing within Orange County began recycling in 1995. Multi-family garbage collection is provided by the City's commercial garbage collector. Recycling services for commercial and multi-family developments may be done by the City's private commercial garbage contractor or any independent recycling company as long as they are certified as a recovered materials dealer. City of Ocoee-Inventory for Concurrency Management Pagel8 V. STORMWATER DRAINAGE A. The existing level of service VW - measured by storm event as determined by the City of. Ocoee and its consulting engineers. The City's land Development Code � • requires that each new development ,_ design and install a stormwater 5 ° ,;.m management system that serves-the project. In addition to projects associated with new development, the City has begun several projects to help improve stormwater conditions in the City. These projects have been divided into several phases and groups. The Phase I Group I drainage improvement projects are complete. These were mostly underdrain improvements to solve yard flooding. The Phase I Group II.projects have gone to bid are in various stages of, completion. These improvements address localized flooding at the intersection of Bluford and Orlando Avenues,the Sullivan Ditch, the intersection of Flewelling and Russell, Pioneer Key I, and others. The climbing excavator has been used extensively to maintain ditches throughout the City. It can travel along the bottom of a ditch, through up to four feet of standing water. It allows routine custodial .:- maintenance of ditches for which there is a limited right-of-way, by minimizing the need to travel along the top of the ditch bank. As reported last year, the City was a co-applicant with Orange County for both Part I and Part II of the U.S. EPA National Pollutant Discharge Elimination System (NPDES) stormwater permit application. The final permit was issued on February 14, 1996. The permit was effective April 1, 1996 and is valid through February 28, 2001. ' It includes requirements for pollutant monitoring and drainage system improvements. The annual report for the first year of the permit was submitted in September 1997. B. The adopted level of service standard for storm drainage. The LOS for stormwater/drainage is the ability .to contain a .25 year/24 hour storm event, consistent with Chapter 17-25 of the Florida Administrative Code. Development must meet all requirements for stormwater/drainage as outlined in the City of Ocoee's Land Development Code or other such stormwater drainage approvals as may be required by the Land Development Code or state agencies. City of Ocoee-Inventory for Concurrency Management - Pagel9 VI. RECREATION A. The existing acreage of park fa s Y %r land. There are 151.25 acres of park land in the City of Ocoee. The w, . ;: .3;., a, list of parks with the - ' -. corresponding acres is included - °u • in Table 3. B. The existing level of service measured by the number of acres of park land available per 1,000 residents of the City of Ocoee based on . an inventory of park lands in the City and the population of the City. According to: the Bureau of Economic and Business Research (BEBR) at the University of Florida, the latest population figures for Ocoee show 22,746 permanent residents ( as of 4/1/99). With 151.25 acres of existing park land, that gives the City an existing LOS of 6.985 or 7.0 acres of park land per 1,000 residents. C. The existing capacities or deficiencies of the recreational facilities. The adopted LOS for recreation is 4 acres of park land per 1,000 residents. As stated above, the existing LOS is 7.0 acres of park land for every 1,000 current residents. This leaves sufficient capacity - in the system for additional residents. D. The capacities reserved for those projects with a Final Certificate of Concurrency. There are no residential developments with Final Certificates of Concurrency which must be included in determining capacities or deficiencies. E. The projected capacities or deficiencies due to those projects with a Final Certificate of Concurrency. As stated above, there are no residential developments with Final Certificates of Concurrency with populations that must be added to the existing population; therefore,-there are no deficiencies in park acreage as a result of planned development. There is capacity under the current park acreage and current park land LOS for 16,159.5 additional residents. City of Ocoee-Inventory for Concurrency Management Page20 TABLE 3 ' INVENTORY OF PARK LANDS PARK SIZE Of PARK (I.N ACRES) Beech Recreational Complex 10 +/- acres (Phase 1) Central Park Complex 23 +/- acres Forest Lake Golf Club 60 +/- acres * Forest Oaks Park 0.25 +/- acres John Vignetti Park _ 22 +/- acres Municipal Park Complex 10 +/- acres Palm Drive Park 1 +/- acres Parkside/Coventry Park 4 +/- acres Peach Lake Park/Russell Drive 3 +/-.acres Park. Sorenson Junior/ Senior League Baseball Field 8 +/- acres Silver Glen Park 5 +/- acres Tiger Minor Park 5 +/- acres TOTAL ACRES OF.PARK LAND 151.25 TOTAL ACRES *This presumes 25 percent of the total 240 acre site benefits Ocoee residents(based on the usage of the course). F. The improvements or additions of land to be made to the recreation system in the current fiscal year by any approved projects pursuant to previous development orders and the impact of such improvements on the existing capacities or deficiencies. There are no park lands scheduled to be added to the city-wide park system by developers in the 1998-99 fiscal year; however, residential subdivisions are still required by the Land Development Code to City of Ocoee-Inventory for Concurrency Management Page21 provide park land and facilities to serve the residents of their subdivision. This park land is not added to the city-wide system since it is private property owned and maintained by the individual homeowners associations, but it does reduce the demand on certain public facilities. G. The improvements or additions of land to be made to the recreation system in the current fiscal year by the City of Ocoee and the impact of such improvements on the existing capacities or deficiencies. The new recreational complex on A.D. Mims Road will operate under a lease arrangement with the Wastewater Fund for the land it will occupy. Since this lease arrangement is in place, and the first phase of the project is complete, the 10 acres for Phase I has been included in the inventory of park lands. The City is also planning to add approximately 40 acres to the city- wide park system in the near future. Details about the exact location and size of the parks are not known at this time. It is anticipated that one park site will be created in the area south of State Road 50 in the Maguire Road area while other park areas will be created in the northeast section of the City. The 40 acres has not been included in the inventory. City of Ocoee-Inventory for Concurrency Management Page22