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HomeMy WebLinkAboutVII (C) Authorization for Staff to prepare a Resolution to officially adopt the Annual Concurrency Assessment of Infrastructure and Services and Infrastructure Deficiencies Map Agenda 10-17-2000 Item VII C "CENTER OF GOOD LIVING-PRIDE OF WEST ORANGE" MAYOR•COMMISSIONER Ocoee S.SCOTT VANDERURIFT • CITY OF OCOEE P y O COMMISSIONERS a DANNY HON :1.1. 6 150 N. LAKESHORE DRIVE SCOTT ANDERSON O OCOEE, , FLORIDA 34761-2258 o r RUSTY JOHNSON '•4j ,�? (407)656-2322 NANCY J. PARKER 1p OfG 000 N` CITY MANAGER ELI.IS SIIAPIRO STAFF REPORT DATE: October 17, 2000 TO: The Honorable Mayor and City Commissioners FROM: Bradley E. Friel, AICP, Principal Transportation Planner�� � THROUGH: Russell B. Wagner, AICP, Director of Planning Qp� 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 Pam Brosonski, 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, pnet Ucoeowt 6�tenet Water Resources r. v v The Honorable Mayor and City Commissioners October 17,2000 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. Based on existing trips plus reserved trips, there are no segments that exceed the 115 percent threshold allowed in the Land Development Code however, there are five segments over 100 percent of the maximum capacity. Once a roadway segment reaches 115 percent, it must be placed on the infrastructure Deficiencies Map and development may not be approved which affects that roadway segment unless a project is vested, has a valid FCC or TCRC, or if an alternative study proves the segment would still operate at acceptable FDOT standards. The above discussion is based on the execution of a development agreement between the City and the Florida Auto Auction. This agreement provides funding for the four laning of Maguire Road from Marshall Farms Road to Story Road. The four laning provides additional capacity which removes this roadway segment from the Infrastructure Deficiencies Map. The five segments that exceed the 100% threshold are listed below. These segments will be monitored closely and if any of them (or any other segment) reaches 115 percent, the City Commission will be notified. • Bowness Road from Story Road to Kissimmee Avenue (108%) • State Road 50 from Blackwood Avenue to Clarke Road (103%) • Silver Star Road(SR438) from Bowness Road to Ocoee-Apopka Road (108%) • Silver Star Road(SR438) from Bluford Avenue to Ocoee-Hills Road (100%) • Silver Star Road(SR438) from Ocoee-Hills Road to Clarke Road (104%) City wide, the roadway which has shown the largest percentage increase in traffic from 1999 to 2000 was Moore Road from Maguire Road to 7'h Avenue. The increase in traffic volumes was 45 percent. This increase is a result of the considerable residential construction that has occurred along Maguire Road and Moore Road. Other roads which showed significant increases in volumes were Story Road and Sliver Star/ Bowness Road ( increases in industrial activity and the Western Expressway), and Old Winter Garden Road / Professional Parkway (CFI, Health Central, Activity in the SR 50 corridor and new residential construction). The traffic along State Road 50, from 9'h Street to Good Homes Road, remained mostly unchanged with a moderated increase from Wofford Road to Marshall Farms Road and slightly more significant increase from Old Winter Garden Road to Clarke Road. The activity associated with the Western Expressway and with new commercial development along State Road 50 have added to the trend of gradually increasing traffic volumes. The trend in traffic growth on this road has been steady for the last couple of years. As State Road 50 becomes more congested, motorists will find alternative routes to travel east/west. The City should expect an increase in traffic on State Road 50 as well as Old Winter Garden Road, Story Road and White Road as new commercial businesses locate along the corridor. Protect WFt Ocoee's The Honorable Mayor and City Commissioners October 17,2000 Page 3 Sanitary Sewer: There are no deficiencies with regard to the wastewater system. Two factors are involved in measuring capacity of the system: (1) treatment, and (2) effluent disposal. With a system capable of treating 3 million gallons per day, the City has almost half that capacity available for future growth, even after factoring in reserved capacity. The limiting factor is the effluent disposal capacity. The City is currently permitted by the Department of Environmental Protection (DEP) to treat 2.35 million gallons per day because of limitations on disposing of the effluent. The existing and reserved demand on the wastewater facility is 1.529 MGD Annual Average Daily Flow ( AADF). Although adequate permitted capacity still remains for over 820,000 gallons of wastewater treatment or for 3,040 ERU's, the City is continuing the implementation of phases I - IV of the reclaimed water system. When combined, the disposal capacity of phases I through IV of the currently envisioned system would be approximately 3.5 MGD AADF. The adopted Level of Service (LOS) per the Ocoee Comprehensive Plan is 270 gallons of waste water per day per Equivalent Residential Unit (ERU). On average the 5,109 sanitary sewer customers use 258 ERU's per day. With that in mind, the City is concurrent with respect to sanitary sewer. Potable Water: Ocoee is currently permitted by the St. Johns River Water Management District to produce up to 3.656 million gallons of potable water per day. Ocoee's current water customers use an average of 5.618 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 continued the POWR program which is a public information and education program in cooperation with the St. Johns River Water Management District. One of the goals of this program was to reduce potable water demand by 10 percent by the summer of 2000. To some extent this program was effective. As shown in the attached Concurrency Report, the City's 8,704 water customers used on average 17 gallons less water per day per ERU. In fact, the City meets the Comprehensive Plan's requirement of 300 gallons per day per ERU. To further reduce the City's consumption of potable water, the City is currently constructing a reuse system to take advantage of the reclaimed water from the wastewater treatment plant. Currently, this water is used at the Forest Lake Golf Course. The reuse lines being installed along Clarke Road will allow both residential and commercial customers to take advantage of reclaimed water to use for irrigation. This reclaimed water may be available to some customers by the end of the year 2000. Once complete the reuse system is anticipated to reduce water consumption by up to 40 percent. Solid Waste: The City continues to perform well in this area by collecting less than the allotted amount of solid waste from residential customers. Class I garbage and yard waste (grass clippings, etc.) together total about 2.92 pounds per person per day which is up slightly from last year's figures (2.89 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 5.25 pounds of recyclables per household per week. This is down slightly from last year's 5.53 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. POWWWWWWt Pr nee ftcwe's'IiEt Resources ='tt The Honorable Mayor and City Commissioners October 17, 2000 Page 4 Storm water 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 I Group II projects have gone to bid and are in various stages of completion. Additionally, specialized equipment ( climbing excavator) has also been purchased to handle the routine maintenance required to keep systems functioning properly. Recreation: The City currently holds over 176.25 acres of public park lands. On average, the city has 7.49 acres of park land for every 1,000 residents which exceeds the 4.0 acre standard adopted by the City. Although the City exceeds the adopted standard, all efforts need to be take to acquire additional land before it is built over with subdivisions. Many improvements have been made to existing park facilities in the past few years. The new recreational complex on A.D. Mims Road is now complete and the City has added two new park lands along Hackney Prairie Road and South Maguire Road. Because the City monitors recreation for concurrency purposes by the amount of park land that is available for Ocoee residents, the addition of these park have improved the level of service for recreation. Additionally, the City is trying to secure park land within the Coke property which is being purchased by the City in partnership with the Orange County School Board. RECOMMENDATION: Staff respectfully recommends that the Mayor and City Commissioners direct staff to prepare a Resolution to officially adopt the attached Concurrency Assessment of Infrastructure and Services and an accompanying Infrastructure Deficiencies Map. The Infrastructure Deficiencies Map will not show any infrastructure deficiencies. Attachment o:\calexander\all_data\capdfle\staff reports\2000ccsr\sr00072.doc POW Protect',knee's Water Resources 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 ..ki �.�., G. _. A. Design capacity of the roadway ' network as defined by the current r Florida Department of Transportation (FDOT) Generalized Level Of Service p (LOS) Tables. i ° 6._ 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". Coy of Ocoee-Inventory for Concurrency Management Page l TABLE 1 OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM Traffic Volumes and Capacities by Road Segments Overall Summary Adopted No.M Daily Volumes(VPD) Capacity{VPD.) Road Segment L S La as Existing I Reserved l Combined Total l Remaining I %Used A D.Mims Rd Wurst Rd/Clarke Rd 7.545 157 7)02 17,000 9,6943 44% Clarke Rd/Apopka-Vineland Rd 4.357 160 4.5/7 17,400 12,883 26% Adair SI VNrst RdlCIerooa-Ocoee Rd 3011 3 3,014 9,200 6,166 33% Apopka-Vineland Rd S.R.438/A 0 Mims Rd 13866 252 10.118 15,500 1,382 91% A 0 Mims RdClarconeOocee Rd 11,488 180 11.668 15500 3832 75% Clalmna•Ocoee RdMCCarrnlq Rd 13319 55 13404 15.500 2,096 86% fibdww]Ave Ol VAntar Garden Rd to SR 50 7,379 2,752 10,131 34,2N 20.060 30% Bluford Ave SR.50/Geneva St 11,034 1329 12,363 13,000 637 95% Geneva SLKTde Rd-Orlando Ave 11079 103 12,142 13000 858 93% Wide Rd.0denda Ave/McKey SI 10.485 582 11067 13,000 1933 55% McKay SUS R.038 10,425 427 10,852 13000 2,148 83% Bwmess Rd Story Rd/Kissimmee Ave 16,031 554 16585 15,400 (1.185) 100% Kissimmee Ava5 R.038 12,702 223 12975 15400 2,425 84% Citrus Oaks Ave Ol Water Garden Rd.to SR 50 1 8191 0 8191 0.200 BW9 35% Lakewood Ave SR.43&Aewis St 0966 116 9084 15.200 6,116 60% RBwIe SLXLrsl Rd 7.298 116 7.410 15200 7.786 49% LNust Rd/Fuller's Cross Rd $723 133 2,906 15200 12294 19% ClerconaOcoee Rd Fuller's Cross Rd/Adair Si 0.601 4411 9.012 15,200 6,188 59% Afar St/Clarke Rd 5083 294 5.377 15.200 9,823 35% Clarke Rd/ADopka-Vneland Rd 9022 473 9495 15.200 5,705 62% Cabe Rd SR SOMTne Rd 22,659 4951 27.610 3d,M3 6600 51% White RdiS.R.035 27,210 3901 30,111 30,2W 4p80 88% S R.439/A13.Minis Rd 16.136 2,529 16665 30,200 15535 55% AD.Mims RWHa&ey-Pnina Rd 7,526 2.005 9531 15200 5,669 63% HackneyPrair'Ie RdlClercone.Ocoee Rd 5.770 1630 T400 15200 2,BC0 49% Flewelling SI Ocoee Hills Rd/Russell Dr 2,177 15 2.192 9000 7.208 23% Fullers Cross Rd Ocoee-Apopka/Clemons-Ocoee 4.200 0 4,200 11900 7,700 35% Geneva 5l Kissimmee Rdl6l0ON Rd I 10,797 348 11 145 15109 3,955 74% Good Homes Rd Old'tar Garden Rd/Eml-Vest Expo/ 13396 460 13,880 15900 2,0Zt1 87% East-Weal Expry/S.R 50 14,629 241 14.870 z.. I5.900 1,030 94% SR 50/Balboa Dr. 15.175 096 15.671 16,O00 929 94% Balboa DrMTve Rd 14296 227 14,523 15903 1 377 91% Whita RLL5 R 038 I 7,072 39 7,111 15900 8)89 45% Hackney-Prairie Rd Clarke RWApopka-Vineland Rd 399 685 1084 13,100 13016 6% Hemp.Ave Gotha Rd/Oki WnerGarden Rd 8,792 0 0,792 13,100 4338 67% JMm Shores Rd SR.4381A O Mims Rd 799 64 863 11,900 11037 7% Kissimmee Ave Story RdlBowness Rd 3,542 392 3,934 15,400 11466 26% Maguire Rd Gotha Rd/Roberson Rd 11,081 1,747 13828 17p00 4,572 74% Roberson RdTomyn Rd 15,695 1.629 17,324 34.200 16,876 51% Tomyn Rd/Professional Prkwy 19.355 1992 21.347 30200 12,853 62% Professional Prkwy/S R 50 18.491 1,054 19.545 34.200 14,655 57% SR 50/Marshall Farms Rd 13,561 579 14.140 30.200 20060 41% Marshall Farms RWSlcry Rd 19931 2.846 22777 34200 11,423 67% Marshall Farms Rd S R.50/Meguire Rd 6.337 3,975 10,312 12.I® 1785 85% MCCarmyk Rd Ocoee.APcp'p Rd/Apopka-Vineland Rd 2,676 0 2,678 12,100 9,224 24% McKay St Kissimmee Ave/BINaM Ave 4,372 46 4,418 11.700 7,282 33% ocoeeApopka Rd SR.432/Fullers Cross Rd 10,926 30 10956 1I000 6444 63% Fullers Crass Rd'MCCormick Rd 14.047 30 14.077 17,400 3323 81% Ocoee Hills Rd S.R 428/FIw.elImg Si 2.321 113 2.434 9403 696 26% Old Winter Garden Rd SR.50/Profess'IWIal Pkwy 12,632 719 13351 15900 2.549 84% Professional PkwyIBleckwood Ave 17.890 2,616 20.506 30,200 13694 60% Blackwood Ave/Hempel Ave 16.221 2,140 10361 30,200 15,839 54% Hemp.Avs/Cltue Oaks Ave 15,865. 916 16,781 15.900 (801) 106% Came Oahe AVe/G0c0 Homes Rd 15,816 876 16,692 15,900 (792) 105% Good Homes Rd/Apopka-Vin0land Rd 20,214 530 20,744 15,900 (4.844) 130% Orlando Ave Blulrvd Ave to NTlle Rd 4962 505 5467 14,000 8.533 39% Professional Prkwy Maguire Rd/0ltl Winter Garden Rd 6,142 1,648 ]990 34,200 26.210 23% Ran%SI LekewCad Avelbxeflhg St 1,194 0 1.194 0.400 .821E 13% Roberson Rd Windermere RdMeguire Rd 5630 0 5,630 12,100 8470 47% Russell Or Flewelling SNMIlow Creek Rd 1,537 35 1,572 9,400 7.828 17% Ocoee Planning Dept. Page 1 10/6/00 TABLE 1 OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM Traffic Volumes and Capacities by Road Segments Overall Summary Ado led No,of Daily Volumes(VPo) Capacity(WO) Road Segment L S La as Exiling 1 Reserved Combined Total Remaining %Used 5 R 50 9th Si/Watford Rd 46,616 1.362 47.978 4990D 1922 96% (West Colonial Or) Wofford Rd/Marshall Farms Rd 47425 1,421 4B,B4e 49990 1i054 98% Marshall Farms Rd/Maguire Rd 45.342 2.134 47,476 49.900 2,424 95% Maguire Rd/Old Winter Garden Rd 45901 2,933 48.834 49,900 1 98% Old Maier Garden RdlBlathwood Are 44,248 5,209 4949 64,3Po 4,843 91% Blackwood Ave/Clarke Rd 49,775 8,182 55.957 54,3U8 1,657) 103% Clarke Rd/Good Hones Rd 38,933 5,538 44,471 54,300 9,829 82% 3 R.438 E.Crown Point RNBawnesa Rd 12686 0 12,686 16,600 3914 76% I Silver Star Rdl Bowness Rd0mee-A4cyka Rd 17,885 36 17,921 16.600 (1,321) 108% Ocoee-Apopka Rdlalulord Ave 13,945 122 14,067 18600 2,533 85% RINwd Ave/O ee.Hills Rd 10735 1,848 16,583 16600 17 100% Ocoee-Hills RdClarke Rd 16,595 616 17211 18800 (611) 104% Clarke RNJoho Shoes Rd 17,258 1.145 18,403 21.243 2840 87% JMio Shores Rd/Good Homes Rd 17,700 1143 18.843 21,243 2,400 89% Story Rd 9th StNoXwd Rd 9,541 985 10,526 15,100 4.574 70% Wofford Rd/Kissimmee Ave 11567 219 11,786 15,100 3314 78% Taybe St Fraddin StAkke St 3,095 0 3,095 11,100 8 05 28% µTile Rd Bluford Ave/Clarke Rd 6640 1456 8136 140.'U 5864 58% I Orlando Ave) CIMe RwGood Homes Rd ]344 1319 8,663 14000 5,337 62% Willow Creek Rd Russell DrMNrst Rd 730 4 734 9,400 8R5 8% Worst Rd Lakewood Ave/Adair St 5994 24 6018 11.900 5882 51% Adair SVA O.Mims Rd 7,40 21 7,427 11.900 4473 62% Note Shaded mecMy mimenls intimate those roadways which an not included In the Ocoee Concumncy Management System. AMaugh these roadway segments an included for ontonnaton purposes only.they may need to be Included in Irk CMS at some pant in the Mum m mm,NorgmMh mom.Mdhke,. Ocoee Planning Dept. Page 2 10I6I00 B. The existing level of service measured by the average annual number of trips per day on a roadway as provided by annual traffic counts performed by the City of Ocoee's consultants. If a roadway has reached the maximum capacity as defined by the FDOT Generalized LOS Tables, the applicant may provide a more detailed LOS analysis based on the current FDOT LOS Standards and Guidelines or the current FDOT Manual for Uniform Traffic Studies. The detailed LOS analysis may include the procedure described for a Speed and Delay Study. The volumes for existing daily traffic on the various road segments are shown on Table 1 under the heading Existing Daily Volumes (vehicles per day). These volumes were established by 24 hour traffic counts collected by the City's transportation planning consultant in June 2000. Comparing this existing count data with the Total Allowable Capacity, only two segments have existing counts that exceed the FDOT generalized LOS capacity. The two segments are listed below: • Bowness Road from Story Road to Kissimmee Avenue • Silver Star Road (SR438) from Bowness Road to Ocoee-Apopka Road Because of the margin of error involved in counting daily traffic, the State actually allows cities to "cap' the daily volumes higher than the roadway capacity established for the adopted LOS. It is for this reason the City's concurrency management system does not place a road segment on the Infrastructure Deficiencies Map until it reaches 115 percent of the LOS of that particular roadway segment. (See Paragraph F below for a discussion of capacities of roadway segments after reserved trips are added to existing trips.) C. The adopted LOS standards (as defined by the current FDOT Generalized Tables) for all roads classified under the FDOT's roadway functional classification system. The adopted LOS for all roadways is listed on Table 1. If a roadway or road segment has reached the maximum capacity for vehicles per day, an applicant may opt to submit an alternative method of study using the current FDOT LOS Standards and Guidelines. D. The existing unallocated capacities or deficiencies of the roadway network. The available capacities under today's traffic conditions are obtained by subtracting existing daily volumes from the total roadway capacity. City of Ocoee-Inventory for Concwrency Management Page4 Other than the two 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 no segments that exceed the 115 percent threshold, however, there are five segments over 100 percent of the maximum capacity. Once a roadway segment reaches 115 percent, it must be placed on the infrastructure Deficiencies Map and development may not be approved which affects that roadway segment unless a project is vested, has a valid FCC or TCRC, or if an alternative study proves the segment would still operate at acceptable FDOT standards. The above discussion is based on the execution of a developer agreement between the City and Florida Auto Auction. This agreement provides funding for the four laning of Maguire Road from Marshall Farms Road to Story Road. The four laning provides additional capacity which removes this roadway segment from the Infrastructure Deficiencies Map. The five segments that exceed the 100% threshold are listed below. These segments will be monitored closely and if any of them (or any other segment) reaches 115 percent, the City Commission will be notified. City of Ocoee-Inventory for Concwrency Management Page) TABLE 2 OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM Traffic Volumes and Capacities by Road Segments Traffic Volume Assignments 10/06/00 Lake Bennet Lake Lona DRta Remington Lake Dtympia Ocoee Willows Centre Pat(Loth DR4) Oaks Olympia Der.Tract Crossings Saturn Glenllnnlan on the Lake Wal-Mart Auto Auction Road Segment (Lots 3.4,a) (Remaining lots) (O Lots) Lot 3A sub-Total A D Mims Rd Worst Rd/Clarke Rd 93 30 20 11 157 Glade Rd/Apopka-Vineland Rd 15 30 80 35 160 Adair St N4rst RWDlarmne-0r eRd 3 3 Apopka-Vineland RO S.R 438IA D.Mims Rd 105 27 50 85 5 252 A.D Mims RNClarcon.OVXe Rd 105 30 45 180 clarmia-0vses Rd/McCormick Rd 05 30 10 85 Wackwo0d Ave Old`MMr Garden Rd.to SR 50 Sao 2452 2,752 Blulord Ave S R.50/Geneva Si 109 66 50 1054 1,329 Geneva SWvliim Rd-Orlando Ave 97 143 25 748 1.063 Wrote Ra-Odando AvSMcKey SI 91 50 435 582 McKay SUS.438 77 25 325 427 Rawness Rd Story RdMissimmee Ave 554 554 Kissimmee AveIS R.43e 273 273 Citrus Oaks Ave O1d1r1AMer Garden Rd.to SR 50 0 Lakewood Ave SR.438Rewis St 116 116 (ClaroonaOcoee) Ravens SWJursl Rd 116 116 'Akre(Rd/Fullary Cress Rd 37 95 133 GlattcoaOcoee Rd Fuller's Cross Rd/Adair St 624 3644 37 10 98 4.411 (Lakewood Ave) Adair SI/Clarke Rd 37 157 93 10 294 Clarke RNApopkaNineland Rd 51 157 200 65 473 Clancc Rd S.R.50A1/nI1e Rd 555 1957 186 499 150 247 196 183 976 4,951 Mute Rd/S.R.438 428 337 10A" 25 147 246 235 462 2,901 S.R.433IA D.Mims Rd 181 55 1000 47 376 543 327 2,529 AD.Mims Rd?ackirey-Fraine Rd 365 46 499 37 R6 135 197 2,005 Hackney-Praise RNClarcoa-0wes Rd 150 46 349 27 726 135 197 1830 Flew&INg St Ocoee Hills RdRewis SI 4 11 15 Fullers Cross Rd O00se-Apopkaglewna-0uee 0 Geneva St Kissimmee Avel&ubrd Ave 13 335 348 Good Homes Rd 'Old Vanier Garden Rd£ast-WestEpwy 55 429 484 East-West EyyyIS R 50 241 - 241 S R 50/Balboa or 31 268 197 496 Balboa DrMlille Rd 31 88 108 227 WTiie Rd/S R 438 20 19 39 Hackney-Rains Rd Clarke Rd/Apopka-Vineland Rd 515 150 20 685 RVMN Ave GOBIa Rd/Old Wirer Garden Rd Jelib Shores Rd S R 438IAD.Mims Rd 5 57 2 64 Kissimmee Ave Story RdSowness Rd III 281 392 Maguire Rd Coma Rd/RoMisan Rd 127 1306 314 Roberson RdRomyn Rd 127 1135 307 1,629 Tdnyn RNProlessional Privy 127 1003 805 1992 Professional PMwy/S R.50 116 500 435 1 050 5 R.50/Marshall Farms Rd 106 125 211 137 579 Marshall Farms Rd5lery Rd 25 211 2610 2846 MCMaII Farms Rd S.R.50/Maguire Rd 20 3955 3975 McCormack Rd Ocoee-Apopka Rd/Apopka-Vineland Rd 0 MCKey St Kissimmee Avel6lubm Ave 46 46 Ocoee-Apopka Rd S R.438/Fullers Cross Rd 30 30 Fullers Cross RdMCami6 Rd 30 30 00002 Hills Rd S.R 438/F1ex&lig St 4 66 8 4 11 113 TABLE 2 OCOEE ROAD CONCURRENCY MANAGEMENT SYSTEM Traffic Volumes and Capacities by Road Segments Traffic Volume Assignments 10/06/00 Lake Bennet Lake Lott ORI. Remington Lake Olympia Ocoee Willows Centre PRl(both ORs) Oaks Olympia Oev.Tract Crossings Saturn Olmdlnnlan on the Lake Wal-Mart Auto Auction Road Segment (Lots 3,4,I) (Remaining lots) (47 Lots) Lot 3A Sub•Total Old Wnter Garden Rd S.R.50Nmfesslonal Pkwy 6 50 663 719 Professional FkwylBIadwood Ave 74 9C 450 1998 2815 Black/mod Ave/Hempel Ave 150 1M0 3140 Hempb Av&OYTIn Oak.Ave 916 916 Cius0ks AWGwd Homes Rd 876 876 Gold Homan Rd/Apopka-Vineland Rd 530 530 oclaMO Ave Blulmd Ave to Mite Rd 400 25 a0 505 Professional PM1wy Maguire RWOld Winter Garden Rd 13 500 1335 1848 Reeds SI LMaweed AveFlewellog St 0 Roberson Rd VNNTmare RdMagtre Rd 0 Russell Or Fiewelhn9 SO/Dillow Creek Rd 4 31 35 5 R.50 91 SVNohord Rd 229 1133 1367 (West Colonial Dr) *afford Rd/Marshall Farms Rd 229 1192 1 471 Marshall Farms RdAlaquire Rd 458 125 10 1541 2134 MaguIR RW01d Wnter Garden Rd 1 075 0 250 20 20 1568 2933 Old Wnter Gahm Rd/Blackwood Ave 366 1827 89 79 200 80 30 35 2503 5209 Blackwood Avo&Clarke Rd 386 1827 89 134 400 100 41 50 3175 6J82 Clarke RWGood Homes Rd 1962 24 135 150 1783 40 5D 1394 5,538 5 R.0.M ECrown Point Rd/newness Rd 0 (Silver Star Rd) Rawness Rd/Ocoee-Apopka Rd 36 36 Ocoee-Apopka Rd/Bluford Ave 86 36 122 Bluford AvelO0)ve-Hills Rd 1317 132 199 TO 50 60 20 1 348 Ocoee-Hills RdClerke Rd 132 285 80 50 60 9 616 Clarke RNJoh'O Shores Rd 128 571 20 60 271 25 1145 Johl0 shores RWGOOd HOmes Rd 128 571 20 80 271 73 1,143 Story Rd 9M SVMbaord Rd 184 801 985 WoRad RdfNseimmee Ave 6 213 219 Ta7orSt FrankMSVMdeISt 0 Waite Rd Blubrd Avetlarke Rd 44 746 5 400 80 20 15 186 1495 (Orlando Ave) Clarke Rd/Good Homes Rd 62 748 31 300 50 30 50 40 319 wIIow Creek Rd Russell GNJurst Rd 0 Wwsl Rd Lakwood Ave/Adair St 4 20 24 Adair 5VAO.MIMS Rd 4 17 21 Noe ShiSJmadway segments oboist.those roadways which are ntltiMuded in Me CSOee Cuwmnty Mena ymenl Syslem Amaqn mesa roadway segments an NNNd its,ntomedm purposes only,they may need b by oelw.Mdon the CMS sl some pant yr the Mon b monitor growlt mon 8Mdwy • Bowness Road from Story Road to Kissimmee Avenue • State Road 50 from Blackwood Avenue to Clarke Road • Silver Star Road (SR438) from Bowness Road to Ocoee-Apopka Road • Silver Star Road (SR438) from Bluford Avenue to Ocoee-Hills Road • Silver Star Road (SR438) from Ocoee-Hills Road to Clarke 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. Concurrent with the construction of the Wal-Mart Supercenter, the developer will be responsible for building numerous intersection and access improvements that will improve the flow of traffic in the State Road 50 corridor. The improvements include: • Raise concrete median ( access management) on State Road 50 from Bluford Avenue to Blackwood Avenue. • Northbound left and southbound right at Bluford Avenue and State Road 50. • Northbound right and signalization improvements at State Road 50 and Blackwood Avenue. • Turn lanes at State Road 50 and new Hemple Avenue. • Turn lanes and signalization at Blackwood Avenue and Old Winter Garden Road. • Right-of-way dedications to allow for the widening of Old Winter Garden Road. Contained within the developers agreement between the City and the Florida Auto Auction is a funding source to widen Maguire Road from Mercantile Court to Story Road as well as, the dedication of right-of-way along Story Road, Maguire Road and Marshall Farms Road. These provisions will create needed roadway capacity in the Maguire Road corridor. H. The improvements to be made to the roadway network in the current fiscal year and the first three years of the Five-Year Capital Improvement Plan by the City of Ocoee, Orange County, the FDOT, or other public agency and the impact of such improvements on the existing capacities or deficiencies. City of Ocoee-Inventory for Concurrency Management Page8 The first three phases of the Maguire Road widening, from Roberson Road to Mercantile Court (north of State Road 50) is planned to be completed during the Year 2001/02. The fourth phase of Maguire Road in still under design. Completion of this segment is dependent on funding from the developers agreement with the Florida Auto Auction. The construction of Professional Parkway / Old Winter Garden Road is slated to begin in the year 2001. 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. 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. 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 intersection improvements at the intersection of Silver Star and Ocoee-Apopka Road are both in the FDOT's current Five- Year Plan. The first segment of the Western Expressway, from US 441 in Apopka to State Road 50 in Ocoee, was completed in the summer of 2000. It is anticipated that the next segment from State Road 50 to the Turnpike will be completed by the year 2001. The extension from the Turnpike south to Disney should be under construction within five years. 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. The State of Florida has recently allocated funding for two separate improvement projects along State Road 50. The first project will involve intersection improvements along the State Road 50 corridor from Pine Hills Road to the Lake County Line. These improvements should occur within the next few years. City of Ocoee-Inventory for Concunency Management Page9 The second project involves design work that will ultimately result in the six laning of State Road 50. Although the design work has been funded, the funds necessary for right-of-way acquisition and construction have not been allocated. The completion of this project is still outside of the five year window. 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. 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. co,JOooee-Inventory for Concurrency Management PagelO II. SANITARY SEWER A. The design capacity of the wastewater treatment facility. r CITY OF OOOEE WASTEWATER , TREATMENT p,.— The Cityof OcoeehasFACILITY one .tea 1800 A.D.MIMS ROAD wastewater treatment facility 1 with a permitted treatment capacity of 3.0 million gallons per day (MGD). The current Florida Department of Environmental Protection (DEP) operation permit limits treatment capacity to the current effluent disposal capacity of 2.35 MGD. This is the current permitted effluent disposal capacity of the combined wastewater treatment plant site effluent ponds and the golf course. B. The existing level of service standard for average daily flows per equivalent residential unit. The existing level of service (LOS) is calculated by dividing the number of equivalent residential units (ERUs) into the average daily flows represented by the existing customer base. The average daily flow (daily flow counts taken from June 1999 through May 2000 and then averaged for the 12-month period) is 1.322 MGD (1,322,000 gallons per day). There are 5,109 sanitary sewer customers on record with the Utility Department, each with an existing LOS of 258 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 Page/I approximately 3.5 MGD. Phase I will be completed by December 2000. 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 207,153 gallons of capacity that have been permitted / 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 1.322 MGD current use (which equates to 4,896 ERUs) and 207,153 gallons reserved (as permitted) for unbuilt development the total exiting and reserved demand on the wastewater facility is 1,529,153 gallons per day. Adequate permitted capacity still remains for over 820,000 gallons of wastewater treatment or for 3,040 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, Olympia PUD, West Oaks Town Center 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 will be completed by the end the year 2000. City of Occee-Inventory for Concurrency Management Pagel III. POTABLE WATER A. The design capacity of the potable water treatment facilities. n'"o'a 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 , rg a 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 2000 as permitted by SJRWMD is 3.555 MGD (11,850 ERUs) and 3.656 MGD (12,186) for 2001. These are calendar year permits so the majority of our fiscal year will be measured against the 3.656 MGD. B. The existing level of service measured by the average number of gallons per day per unit based on the average flows experienced. The average number of gallons used per day based on the 12-month average from June 1999 through May 2000 was 5.618 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 4.494 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 8,704 customers representing approximately 14,980 ERUs in the system. Taking the number of ERUs and the average flow used by customers in the system, the existing LOS is 300 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 Page 13 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 300 GPD/ERU meets the adopted LOS as outlined in the Comprehensive Plan. In fact, this figure is a reduction of 17 GPD/ERU from the 317 GPD/ERU average last year. This decrease is largely attributed to the City's POWR program. Despite the carryover of last years drought, which leads to more water demand for the watering of yards, the City's water customers used less water. The overall water usage may continue to decrease once the effects of the drought are diminished and after the City's reuse system is in place and certain parts of the City start using reclaimed water for irrigating their lawns. (See Paragraph G below for a discussion of capacities remaining after reserved gallons are added to existing gallons in the system.) G. The capacities reserved for approved but unbuilt development. For concurrency purposes regarding potable water, the City of Ocoee defines approved but unbuilt developments as those portions of a project 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, 219,000 gallons per day have been reserved and not are still not used. With a permitted well pumping capacity of 3.656 MGD, the 4.494 MGD averaged for the past year and the 219,000 gallons reserved for approved but unbuilt development, put the system - as permitted - Lily of Ocoee-Inventory for Concurrency Management Pagel,/ over capacity. This again is a result of having to use strictly potable water for irrigation purposes. As the reuse lines are put in place and the reclaimed water system becomes operational, the potable water demand will decline accordingly. Additionally, the City's POWR program has continued as a public information and education program in cooperation with the St. Johns River Water Management District. One of the goals of this program was to reduce potable water demand by 10 percent by the summer of 2000. It should also be noted that the reserved capacity for approved but unbuilt development will come on line over the next several years and should not impact the City's water treatment capacity at one time. It is included in this report as a tool to helping plan for future needs of the system. 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. The City will be able to supply reuse water to selected areas by the end 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 City of Ocoee-Inventory for Concwrency Management Pagel J design of the retrofit is underway. That phase of the project will take another estimated 400 ERUs off the daily flows. We are also working on an agreement with Orlando and Orange County to allow us to tap into the Conserve line that runs along Roberson Road. This would allow 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(knee-Inventory for Concurrency Management Page l6 IV. SOLID WASTE A. The percentage of the total r r' amount of solid waste disposal capacity allocated to 3 the City of Ocoee by Orange x . r . County or other applicable - solid waste disposal facilities. -w-`" The City of Ocoee currently provides residential solid waste collection services. Commercial garbage is franchised to a private contractor. The City of Ocoee does not have a contract with Orange County for a certain allotment of solid waste disposal capacity. Orange County has not notified the City of any limitation or of any maximum allowable waste that will be accepted from the City. To this end, the City will permit additional customers until notified otherwise by the County. B. The existing level of service measured by the solid waste per pound per capita per weekly collection. Orange County currently places no overall limitations on the amount of solid waste generated by the City of Ocoee; however, the City does limit the amount of solid waste it collects from its residential customers and anything over that limit is only collected after the customer pays an additional fee. The current adopted LOS for residential customers is 6.0 pounds per capita per day. Service is provided as required by state statute for the separation of Class 1 garbage from recyclable and yard waste. From July 1, 1999 through June 30, 2000, a total of 8,424 tons of Class 1 residential garbage was transported by the City of Ocoee to the Orange County landfill. That figure averages out to 702 tons per month or 1,404,000 pounds per month or 46,800 pounds per day. There are currently 8,082 residential garbage customers (households) in Ocoee. At 41,538 pounds per day, that equates to 5.79 pounds per day per customer or 1.93 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 2.92 pounds per person per day. This is still well below the 6 pounds per person per day adopted LOS. City of Ocoee-Inventory for Concurrency Management Page 17 A total of 1103 tons of residential recyclables was collected from July 1999 to June 2000. That amounts to 5.25 pounds per household per week. This represents a 1/4 pound decrease 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 Concurfency Management Pagel8 V. STORMWATER DRAINAGE A. The existing level of service measured by storm event as -1 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 «<^ 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 the intersection of Flewelling and Russell (complete) , the Sullivan Ditch (complete), Pioneer Key I (ongoing process), 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 previously, the City was a co-applicant with Orange County for both Part I and Part II of the U.S. EPA National Pollutant Discharge Elimination System (NPDES) stormwater permit application. The final permit was issued on February 14, 1996. The permit was effective April 1, 1996 and is valid through February 28, 2001. It includes requirements for pollutant monitoring and drainage system improvements. 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 Page/9 VI. RECREATION A. The existing acreage of park land. There are 176.25 acres of park land in the City of Ocoee. The - ,, list of parks with the corresponding acres is included 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 23,531 permanent residents ( estimate as of 4/1/00. Actual figure will be released with the latest census report). With 176.25 acres of existing park land, that gives the City an existing LOS of 7.49 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 7.49 acres of park land for every 1,000 current residents. This leaves sufficient capacity in the system for additional residents. In fact, there is sufficient capacity to add 23,486 residents without exceeding the adopted LOS of 4 acres of park land per 1,000 residents. D. The capacities reserved for those projects with a Final Certificate of Concurrency. There is a total of 3.18 acres reserved through Final Certificates of Concurrency. E. The projected capacities or deficiencies due to those projects with a Final Certificate of Concurrency. As stated above, there are 3.18 acres reserved for residential developments with Final Certificates of Concurrency. This equates to an additional 795 residents. Since the City has a recreation capacity that exceed 23,000 residents there are no deficiencies in park acreage as a result of planned development. City of Ocoee-Inventory for Concurrency Management Page20 TABLE 3 INVENTORY OF PARK LANDS PARK SIZE OF PARK (IN ACRES) Beech Recreational Complex 13 +/- acres (Phase 1) Central Park Complex 23 +/_ acres Forest Lake Golf Club 60 +/_ acres * Forest Oaks Park 0.25 +/_ acres Hackney Prairie Park 12 +/- 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 South Maguire Park 10 +/- acres Tiger Minor Park 5 +/- acres TOTAL ACRES OF PARK LAND 176.25 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. City of Ocoee-Inventory for Concurrency Management Pagel t There are no park lands scheduled to be added to the city-wide park system by developers in the 2000-01 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 complete the 13 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. At this time it is anticipated that the majority of the new park area will be in the northwest area of the City. Currently the City is in the process of purchasing the "Coke' property which should provide a significant boost in the total acreage. The 40 acres has not been included in the inventory. Cry of Ocoee-Inventory for Concurrency Management Page22