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HomeMy WebLinkAboutVI(B) Resolution No.96-25, Relating to Concurrency Management Draft/Report AGENDA 9-17-96 \` "CENTER OF GOOD LIVING-PRIDE OF WEST ORANGE" Item VI B Ocoee J.J1.1111 VAiv1JG1wI1r1 t • - O � 1 COMMISSIONERS -+ RUSTY JOHNSON �. P CITY OF OCOEE SCOTTANDERSON Coa. O 150 N.LAKESHORE DRIVE SCOTT A.GLASS c:. .tst r OCOEE,FLORIDA 34761-2258 JIM GLEASON �� �`� (407)656 2322 CITY MANAGER Op GOO ELLIS SHAPIRO STAFF REPORT TO: THE HONORABLE MAYOR AND CITY COMMISSIONERS FROM: JANET G. RESNIK, CAPITAL PROJECTS/CONCURRENCY ANALYST DATE: SEPTEMBER 10, 1996 SUBJECT: ANNUAL CONCURRENCY REPORT - RESOLUTION 96-25 ISSUE Should the Honorable Mayor and City Commissioners approve Resolution 96-25, accepting the Concurrency Management System Infrastructure Report and adopting the Infrastructure Deficiencies Map? BACKGROUND • Florida law requires that municipalities monitor certain facilities and services for concurrency purposes including traffic circulation, sanitary sewer, potable water, solid waste, stormwater drainage, and recreation. All facilities and services must be available either concurrent with the impacts of new development, or as outlined in Chapter 163, Florida Statutes, as implemented under Rule 9J-5, F.A.C. DISCUSSION Attached is the annual Concurrency Assessment of Infrastructure and Services. Article IX of the City's Land Development Code requires that specific criteria be reviewed and inventories be reported at least once a year. Below is a summary of the findings: Traffic: The same two road segments that were on the Infrastructure Deficiencies Map for FY 95/96 will remain on the map. Silver.Star Road from Clarke Road to Good Homes Road and Good Homes Road from State Road 50 to White Road are at 122 and 119-percent of capacity respectively. All roads the City monitors actually meet the Level of Service (LOS) D requirements for existing traffic conditions; however; when the traffic from developments with concurrency certificates is added to the system, these two road segments fail to meet the LOS D standards for Average Daily Trips (ADTs). Page 2 - Staff Report -Annual Concurrency Report Although these two segments will remain on the Infrastructure Deficiencies Map, the recent change to Article IX will now allow developers to use Travel Time Studies to determine whether a road may still perform adequately under FDOT standards. These studies look at average travel speeds as the primary level of service measure versus the average number of vehicles per day that travel a road. The three (3) other road segments currently over 100 percent will be monitored as developers apply for concurrency certificates. If any of those segments reach 1.15 percent, they will also be placed on the Infrastructure Deficiencies Map, but again developers may apply for a Travel Time Study determination as an alternative to the ADT criteria. During the 1996/97 fiscal year, City staff will also be submitting a Comprehensive Plan Amendment to change the LOS on state and county roads from D to E. Staff will also continue working with FDOT and Orange County to promote, plan, and coordinate road projects in and around Ocoee. Sanitary Sewer: There are no deficiencies with regard to the wastewater system. Two factors are involved in measuring capacity of the system: (1) treatment, and (2) effluent disposal. With a system capable of treating 3-million gallons per day, the City has more than half that capacity available for future growth, even after factoring in reserved capacity. The limiting factor is the effluent disposal capacity. The City is currently permitted by the Department of Environmental Protection (DEP) to • treat 1.5 million gallons per day because of limitations on disposing of the effluent. Although there is still capacity remaining at this level, the City is working on implementing an effluent reuse plan in order to maximize use of the plant and to prepare for future growth. The first step in working towards having reclaimed water available for irrigating both residential and commercial properties is to install the storage and pumping facilities necessary to run the reuse system. Potable Water: The St. Johns River Water Management District Consumptive Use Permit allows the City to pump a maximum of 3.343 million gallons per day (MGD). The current water customers use an average of 2.98 MGD. Reserved capacity (currently permitted by DEP) adds another 350,000 gallons per day which, when combined with current flows, is just under the allotted total. This means the system meets the tests for concurrency purposes; however, it is apparent that the City must address increasing the consumptive use permit to keep pace with increased growth rates and must focus on getting the reuse system in place to cut down on the amount of potable water that is being used for irrigation. Solid Waste: The City continues to fall well below the allotted amount of solid waste collected from residential customers. Class I garbage and yard waste (grass clippings, etc.) together total about 3.5 pounds per person per day which is up slightly from last year's figures but still well below the adopted level of service (6 pounds per person per day). The City currently collects an average of more than 5 Page 3 - Staff Report -Annual Concurrency Report pounds of recyclables per household per week. This represents a slight decrease over what was collected in recyclables in the last reported year and may be the reason the overall garbage per person per day was higher. If so, a re-emphasis on residential recycling may help to lower the amount of Class I garbage taken to the landfill. Stormwater Drainaae: 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 being conducted, construction of new infrastructure or repairs of existing facilities is being planned, and equipment is being purchased to handle the routine maintenance required to keep systems functioning properly. Recreation: Many capital improvements are planned for existing parks including playground equipment, lights and scoreboards for baseball fields, park pavilions, and bathroom facilities. At least one new park is in the planning stages and will most likely be the location of the City's new youth center. Some money has already been budgeted for this park and financing alternatives to fund the balance of the facility are currently being examined. Because the City monitors recreation capacity 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. RECOMMENDATION Staff respectfully recommends that the Honorable Mayor. and City Commissioners adopt Resolution 96-25 which includes the attached report as the formal assessment of infrastructure and services and the Infrastructure Deficiencies Map depicting the two areas of deficiencies in the area of traffic circulation: Good Homes Road from State Road 50 to White Road and Silver Star Road from Clarke Road to Good Homes Road. cc: Ellis Shapiro, City Manager Russ Wagner, AICP, Director of Planning Jim Shira, City Engineer/Utilities Director Richard Corwin, Public Works Director . Jim Beech, Director of Recreation Ken Hooper, PEC Attachment c:\jrpdfill\corresp\stfrpt96\finalann.ual SRP96025 RESOLUTION 96-25 A RESOLUTION OF THE CITY OF OCOEE, FLORIDA RELATING TO INFRASTRUCTURE DEFICIENCIES UNDER THE CONCURRENCY MANAGEMENT SYSTEM; ACCEPTING A CONCURRENCY MANAGEMENT SYSTEM INFRASTRUCTURE REPORT; FINDING THAT THERE ARE NO INFRASTRUCTURE DEFICIENCIES WITHIN THE CITY, EXCEPT FOR A TRAFFIC INFRASTRUCTURE DEFICIENCY ON SILVER STAR ROAD FROM CLARKE ROAD TO GOOD HOMES ROAD AND ON GOOD HOMES ROAD FROM STATE ROAD 50 TO WHITE ROAD; ADOPTING AN INFRASTRUCTURE DEFICIENCIES MAP; PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the City Commission of the City of Ocoee has received a report from the Development Administrator on the status of all infrastructure covered under the Ocoee Concurrency Management System, said report being attached hereto as Exhibit "A" and by this reference made a part hereof("the Concurrency Management System Infrastructure Report"); and WHEREAS, the Development Administrator has collected arid made available to the public information on certain infrastructure facilities as required by Article IX of Chapter 180 of the Ocoee City Code; and WHEREAS, based upon the Concurrency Management System Infrastructure Report and in accordance with the procedures set forth in Section 9-5 of Article IX of Chapter 180 of the Ocoee City Code, the Development Administrator has prepared an Infrastructure Deficiencies Map, said map being attached hereto as Exhibit"B" and by this reference made a part hereof("the Infrastructure Deficiencies Map"); and WHEREAS, the Development Administrator has advised the Ocoee City Commission that, as of October 1, 1996, there are no areas of the City served by infrastructure which do not meet the level of service standards established by the Ocoee Comprehensive Plan, except for Silver Star Road from Clarke Road to Good Homes Road and Good Homes Road from • State Road 50 to White Road which do not meet the level of service standards for average daily trips established by the Ocoee Comprehensive Plan for traffic circulation. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF OCOEE, FLORIDA, AS FOLLOWS: 1. The above recitals are true and correct and are made a part of this Resolution. 2. The City Commission of the City of Ocoee hereby accepts the Concurrency Management System Infrastructure Report attached hereto as Exhibit "A". 3. The City Commission of the City of Ocoee hereby finds that, as of October 1, 1996, there are no areas of the city served by infrastructure which do not meet the level of service standards established by the Ocoee Comprehensive Plan, except for Silver Star Road from Clarke Road to Good Homes Road and Good Homes Road from State Road 50 to White Road which do not meet the level of service standards for average daily trips established by the Ocoee Comprehensive Plan for traffic circulation. These two road segments are considered deficient for the level of service standard of average daily trips; however, Travel Time Studies may be used to determine alternative level of service sufficiency. 4. Pursuant to Section 9-5.0 of Article IX of•Chapter 180 of the Code of Ordinances of the City of Ocoee, Florida, the Ocoee City Commission hereby adopts the Infrastructure Deficiencies Map attached hereto as Exhibit"B". The Infrastructure Deficiencies Map will be effective from October 1, 1996 through September 30, 1997 unless revised at an earlier date in accordance with the procedures set forth in Article IX of Chapter 180 of the Code of Ordinances of the City of Ocoee, Florida. 5. The Infrastructure Deficiencies Map attached hereto as Exhibit "B" supersedes and replaces all previously adopted Infrastructure Deficiencies Maps. • 6. This Resolution shall become effective immediately upon adoption. PASSED AND ADOPTED this day of September, 1996. APPROVED: ATTEST: CITY OF OCOEE, FLORIDA Jean Grafton, City Clerk S. Scott Vandergrift, Mayor (SEAL) FOR USE AND RELIANCE ONLY BY APPROVED BY THE OCOEE THE CITY OF OCOEE, FLORIDA. CITY COMMISSION AT A APPROVED AS TO FORM AND MEETING HELD ON LEGALITY this day of , 1996 , 1996. UNDER AGENDA ITEM NO. . FOLEY& LARDNER By: City Attorney EXHIBIT "A" CONCURRENCY ASSESSMENT OF INFRASTRUCTURE AND SERVICES The following inventories, in conjunction with the Infrastructure Deficiencies Map, shall be maintained by the Development Administrator to be used for the concurrency assessment of new development: l= TRAFFIC CIRCULATION A. Design capacity of the roadway network as defined by the current Florida Department of Transportation (FDOT) Generalized LOS Tables. The attached Table 1 outlines the volumes and capacities of all of the roadway segments monitored by the City of Ocoee. The total capacity (vehicles per day) shown for all roadway segments is fora Level of Service (LOS) D. B. The existing level of service measured by the average annual number of trips per, day an a roadway as provided by the Florida Department of • Transportation, Orange County, City of Ocoee, or any other approved source. 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 Level of Service Standards and Guidelines or the current FOOT Manual for Uniform Traffic Studies. The detailed LOS analysis may include the procedure described for a Speed and Delay Study. • The figures for existing traffic for the various road segments are shown on Table 1, Page 1, under 'Existing Daily Volumes' (vehicles per day). These counts were taken by the City's consulting engineering firm (PEC) in June 1996. Comparing this existing trip data with the Total Allowable Capacity, all segments fall within the acceptable range for LOS D. C. The adopted level of service standards (as defined by the current FDOT Generalized Tables) for all roadways classified under the FDOT's roadway functional classification system. The adopted LOS for all roadways is LOS D; however, as stated above, if a roadway or roadway segment has reached the maximum capacity for vehicles per day, an applicant may opt to submit a Travel Time Study using current FDOT LOS Standards and Guidelines. 1 D. The existing unallocated capacities or deficiencies of the roadway network. The available capacities under today's traffic conditions are obtained by subtracting existing volumes from maximum allowable capacities. The maximum volumes on Table 1 are one hundred percent (100%) of LOS D. The state actually allows cities to cap the volume higher than that because of the margin of error involved, so the City's concurrency management system does not place a road segment on the Infrastructure Deficiencies Map until it reaches 115 percent of LOS D. (See Paragraph F below for a discussion of capacities for roadway segments after reserved trips are added to existing trips.) E. The capacities reserved for those projects with a Final Certificate of Concurrency or Transportation Capacity Reservation Certificate. Trips are reserved (for concurrency purposes) for those projects with Final Certificates of Concurrency (FCCs) or Transportation Capacity Reservation Certificates (TCRCs). These projects with reserved trips are listed, with their respective traffic volumes, on Pages 2-4 of Table 1. The total reserved trips for each road segment is on Page 1 of Table 1. For those developments which are currently in the building stage, units which are already adding trips on the road (homes or businesses that are occupied) have been subtracted from the overall total trips that are concurrent (to avoid double counting). F. The projected capacities or deficiencies due to those projects with a Final Certificate of Concurrency or Transportation Capacity Reservation Certificate. The traffic generated by those projects with a FCC or a TCRC is recorded in the "Reserved" column of Table 1. When added to existing traffic, the combined amount must be less than 115 percent of the maximum allowable capacity for each road segment, or the segment is placed on the Infrastructure Deficiencies Map. Based on existing trips plus reserved trips, there are two roadway segments over capacity: Good Homes Road (which is a County road) from State Road 50 to White Road and Silver Star Road (State Road 438) from Clarke Road to Good Homes. Road. Development which affects either of these roadway segments may only be approved if the project is vested, has a valid FCC or TCRC, or if an alternative Travel Time Study is submitted which shows the road to operate at an acceptable level of service under FDOT standards. There are three (3) segments over 100 percent of the maximum capacity for LOS D. These segments will be monitored closely and if any of them reach 115 percent, the City Commission will be notified. If they reach 115%, they must be placed on the Infrastructure Deficiencies Map and development may not be approved unless a project is vested, has a valid FCC or TCRC, or if an alternative Travel Time Study proves the segment operates at acceptable FDOT standards. The segments currently over 100 percent of capacity are Old Winter Garden Road 2 • from Blackwood to Hempel, State Road 50 from Maguire to Old Winter Garden, and Silver Star Road from Bluford to Clarke. Each of the road segments that have reached at least 100 percent capacity are either State or County roads. • 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. The segment of Clarke Road, north of A.D. Mims Road, to the Prairie Lakes Subdivision entrance has been constructed by the developer of Prairie Lakes PUD. It continues as a four-lane facility north of the A.D. Mims intersection for about 1,000 feet and then tapers to two lanes up to Prairie Lakes Subdivision. The last segment of Clarke Road, which will bring it north to Clarcona-Ocoee Road, will also be built by the developer of Prairie Lakes PUD. That segment is expected to be completed in the first half of the 1996-97 fiscal year. As part of the West Oaks Mall project, that developer is making improvements to the intersections of Clarke and State Road 50 and Clarke and White Roads. Two •• new signalized intersections will also be added on Clarke Road at the mall entrances and one will be added on State Road 50 at the mall entrance. Monitoring of traffic will occur following completion of these improvements. H. The improvements to be made to the roadway network in the current fiscal year and the first three years of the Five-Year Capital Improvement Plan by the City of Ocoee, Orange County, the Florida Department of Transportation, or other public agency and the impact of such improvements on the existing capacities or deficiencies. There are several projects included in the work programs of the City of Ocoee, Orange County, and the FDOT that will affect the transportation network by either adding capacity or improving traffic flow. The City of Ocoee's 1996-97 budget includes construction funds for the Kissimmee Avenue/Story Road intersection and for reconfiguring the intersection of Marshall Farms Road and Maguire Road. It also includes money for design of the first phase of the Maguire Road widening project (from Roberson Road to Tomyn Road). It is being designed as a four-lane facility with a raised grass median. In conjunction with the improvements being made to Clarke and White Roads for the opening of the new mall, the City has also begun work on straightening out the curve on White Road. That project will be completed this fall. 3 Orange County plans to improve the intersection of White Road and Good Homes Road. This project was bid in FY 1995/96 and is expected to be completed in early 1997. FDOT is currently in the design phase for the Silver Star Road widening project for the segment east of Clarke Road to Hiawassee Road. The segment of Silver Star from Clarke to Apopka-Vineland Road is currently planned as a four-lane divided road and is slated for construction in FY 2001/2002. To help alleviate some of the traffic flow problems on Silver Star Road before the widening, FDOT has also agreed to improve the intersection at Ocoee Hills Road by adding an eastbound left turn lane. This work is scheduled for the latter part of FY 96-97. Annual update of the City's transportation network as modeled using the Region's most recent OUATs model. The recently revised Road Impact Fee Ordinance included an update of Ocoee's transportation model. • If SANITARY SEWER ,. A. The design capacity of the wastewater treatment facility. . The City of Ocoee has one wastewater treatment facility. It is currently designed to treat three (3) million gallons per day (MGD): The Department of Environmental Protection (DEP) Construction Permit allows the City of Ocoee to treat up to 1.5 million gallons per day. This figure represents the current permitted effluent disposal capacity of the ponds at the plant site and at 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 1995 through June 1996 and then averaged for the 12-month period) is .987 MGD (987,000 gallons per day). There are 3,449 customers on the system accounting for approximately 3,701 ERUs which amounts to an existing LOS of 267 gallons per day per ERU. 4 • • C. The adopted level of service standard for average daily flows per equivalent residential unit. The adopted LOS per the Ocoee Comprehensive Plan is 270 gallons per day(GPD) per ERU. D. The existing capacities or deficiencies of the system. Taking the 1.5 million gallons per day that the City is permitted to treat and subtracting the current(average)flow of 987,000 gallons per day, there are 513,000 gallons per day of capacity in the system. (See Paragraph E below for a discussion of capacities remaining after reserved gallons are added to existing gallons in the system.) E. The capacities reserved for approved but unbuilt development. For concurrency purposes regarding sanitary sewer, the City of Ocoee defines "approved but unbuilt development" as those portions of a project which have not yet been built but which have sanitary sewer capacity reserved through a DEP permit. Table 2 outlines the projects which fall under this category and the number of sanitary sewer ERUs that have been reserved and are still unused for each of those projects: The current wastewater facility has a treatment capacity of 3 million gallons. The system as permitted by DEP for effluent disposal can treat a total of 1.5 million gallons per day or 5,556 ERUs. With the 3701 ERUs currently in use and the 1620 ERUs reserved for unbuilt development (as permitted), there are 235 ERUs of capacity still available (based on the effluent disposal capacity). Many of the projects with ERUs in the reserved bank will take several years to build out. In terms of treatment capacity, with the existing flow and the reserved gallonage, more than half of the 3 million gallons per day is still available to support additional growth beyond the projects permitted today. The City will focus on reuse programs over the next several.years to increase the DEP effluent disposal capacity permit in order to maximize use of the plant. 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. The mall developer is installing lines for reclaimed water to use for irrigation once the City is ready to supply the effluent. 5 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. The City will be constructing a new pond at the wastewater plant which will allow the system to dispose of an additional 80,000 gallons per day. Aiso, the City will be irrigating the cemetery adjacent to the golf course which will dispose of an additional 100,000 gallons per day. The DEP is currently reviewing a city-wide effluent reuse permit application submitted by the City of Ocoee earlier this year. The City expects to have the permit issued early in 1997 and will then work toward providing reclaimed water for irrigation. There are funds in the FY 96/97 budget for construction of storage and pumping facilities at the wastewater treatment plant. Once the storage and pumping facilities are in place, the City will begin installing lines along Clarke Road, both to provide the mall and Lake Lotta Center with reclaimed water for irrigation and to use for irrigation of Clarke Road medians and rights-of-way. New development in the northeast and northwest sections of the City will then be required to install lines for reclaimed water to use for irrigating residential and commercial lawns. Construction is planned to start on the storage and pumping facilities during the 1996/97 fiscal year. The end result will be reduced potable . •• water use and increased effluent disposal capacity for the wastewater system. III. POTABLE WATER A. The design capacity of the potable water treatment facilities. There are three water plants interconnected in the City of Ocoee permitted to pump a total of 3.343 MGD. (This is permitted through the St. Johns River Water Management District.) The 3.343 MGD equates to 11,143 ERUs using the City's adopted LOS of 300 GPD/ERU. 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 1995 through June 1996 is 3.72 MGD. Taking the 20 percent average deduction for unmetered losses for such things as hydrant flushing, leakages, and calibration variances in the meters, the average daily number of gallons actually used by customers in the system is 2.98 MGD. (The American Waterworks Association Research Foundation has estimated that leakages of up to 26 percent can be expected from a system of our size.) There are currently 6,635 customers representing approximately 9,950 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. 6 C. The existing potable water storage capabilities of the water system. The water storage capabilities are as follows: Forest Oaks Plant: 400,000 gallons Jamela Plant: 1,000,000 gallons South Water Plant: 600.000 gallons Total Storage: 2,000,000 gallons Two new storage tanks are currently under construction, a 600,000 gallon storage tank at the Forest Oaks Plant and a 600,000 gallon storage tank at the South Water Plant. Completion for both projects is estimated to be in early 1997: 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 modelling). Existing development 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. The 9,950 ERUs that represent the current customer usage is below the maximum permitted 11,143 ERUs; therefore there are no deficiencies in the existing system. (See Paragraph G below for a discussion of capacities remaining after reserved gallons are added to existing gallons in the system.) G. The capacities reserved for approved but unbuilt development. For concurrency purposes regarding potable water, the City of Ocoee defines "approved but unbuilt development" as those portions of a project which have not yet been built but which have potable water capacity reserved through a DEP permit. Table 3 outlines the projects which fall under this category and the number of potable water ERUs that have been reserved and are still unused for each of those projects. With the current water plants, the system is permitted to pump 3.343 .MGD or 11,143 ERUs. With the 9,950 ERUs currently in use and the 1,187 ERUs reserved for unbuilt development, the system appears at capacity; however there are many extenuating circumstances. The City is currently working with the SJRWMD to increase the consumptive use permit. With the improvements to the system and the 7 additional wells currently being constructed, the City will be in a position to request an increase in the permit due to growth rates and system capabilities. In addition, the plans to begin a program for using reclaimed water for irrigation will also greatly reduce the amount of potable water currently being used for this purpose. It is also important to note that many of the projects with ERUs in the reserved bank will take several years to build out. 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. According to the City Engineer/Utilities Director, there are no improvements scheduled for the upcoming fiscal year by any developers which would impact the capacity of the system. The improvements to be made to the facilities in the current fiscal year by the City of Ocoee and the impact of such improvements on the existing capacities or deficiencies. The City is currently adding two new wells to the system, one at the Forest Oaks Water Plant site and the other at the South Water Plant. These wells will result in an increase in the consumptive use permit which will give the City more water capacity for future growth. As stated earlier, the improvements to the wastewater facility to allow for the use of effluent to irrigate both public and private areas will also reduce the demands on the potable water system. • 1V. SOLID WASTE A. The percentage of the total amount of solid waste disposal capacity allocated to the City of Ocoee by Orange County or other applicable solid waste disposal facilities. • The City of Ocoee currently provides residential solid waste collection services. Commercial garbage is franchised to a private contractor. The City of Ocoee does not have a contract with Orange County for a certain allotment of solid waste 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 I garbage from recyclables and yard waste. From July 1, 1995 through June 30, 1996, a total of 6,638.94 tons of Class I residential garbage was transported by the City.of Ocoee to the Orange County landfill. That figure averages out to 553.25 tons per month or 1,106,490 pounds per month or 36,883 pounds per day. There are currently 5,942 residential garbage customers (households) in Ocoee. At 36,883 pounds per day, that equates to 6.21 pounds per day per customer or 2.07 pounds per day per person., Yard waste is calculated separately. Yard waste averaged 4.05 pounds per customer or 1.35 pounds per person per day. That added to the above figure for Class I garbage equals 3.42 pounds per person per day. This is still well below the 6 pounds per person per day adopted LOS. .. A total of 855.65 tons of residential recyclables was 'collected from July 1995 to June 1996. That amounts to 5.14 pounds per household per week. C. The projected capacities reserved for those projects with a Final Certificate of Concurrency. Because Orange County has not placed any limitation on the amount of solid waste generaged 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 last year. 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. 9 V. STORMWATER DRAINAGE A. The existing level of service measured by storm event as determined by the City of Ocoee and its consulting engineers. • Drainage basin reports have been completed and have been submitted to the City for the Starke Lake, Lake Olympia, Spring Lake, Lake Johio, and Northwest Ditch basins. The Lake Meadow/Prairie Lake drainage basin study is approximately 60 percent complete, and we anticipate that work will begin soon on a study of the Lake Lotta drainage basin. The City has prepared plans and specifications for the first drainage improvement project which will result in the correction of over 80 identified drainage problems throughout the City. This work is scheduled to begin in early September. As basin studies are completed, the City will begin work on project design for improvements recommended by each study. These projects will include new construction, maintenance of existing facilities, and improvement of existing inadequate facilities. These projects will be prioritized for construction as funds become available. The City will begin a program of identification of drainage easement and right-of- way requirements, including surveys and appraisals. Once this information is collected, the City can begin to acquire these easements and rights-of-way in order to make ditch maintenance a more routine process. This maintenance will allow the conveyance facilities to function at their design capacity. . • In anticipation of following improved maintenance standards, the City purchased a piece of specialized equipment for ditch cleaning. This climbing excavator can travel along the bottom of a ditch, through up to four feet of standing water. It will • allow routine custodial maintenance of ditches for which there is limited right-of- way, since the equipment does not need to travel along the top of the ditch bank. Routine custodial maintenance is work for the purpose of maintaining the original design specifications of the conveyance facility. The City was also 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. 10 VI RECREATION A. The existing acreage of park land. There are 140 acres of park land in the City of Ocoee. The list of parks with the corresponding acres is attached as Table 4. B. The existing level of service measured by the number of acres of park land available per 1,000 residents of the City of Ocoee based on an inventory of park lands in the City and the population of the City. According to the Bureau of Economic and Business Research (BEBR) at the University of Florida, the latest population figures for Ocoee show 19,261 permanent residents. With 140 acres of existing park land, that gives the City an existing LOS of 7.27 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. D. The capacities reserved for those projects with a : Final Certificate of Concurrency. Table 5 outlines those projects with Final Certificates of Concurrency, denoting'the population for each project and the capacity (number of acres) each will require. The reserved capacities are only for those lots where there are currently no occupants. • E. The projected capacities or deficiencies due to those projects with a Final Certificate of Concurrency. The total needed to support those projects in Table 5 is 1.63 acres. The current population of 19,261 requires 77 acres. The existing 140 acres of park land leaves the City with an excess capacity of 63 acres. Taking into account the developments with Final Certificates of Concurrency, there are 61.37 acres of additional capacity for future growth. F. The improvements or additions of land to be made to the recreation system in the current fiscal year by any approved projects pursuant to previous development orders and the impact of such improvements on the existing capacities or deficiencies. There are no park lands scheduled to be added to the city-wide park system by developers in the 1996-97 fiscal year; however, residential subdivisions are still required by the Land Development Code to provide park land and facilities to serve the residents of their subdivision. This park land is not added to the city-wide 11 • system since it is private property owned and maintained by the individual homeowners' associations, but it does reduce the demand on certain public facilities. O. 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. At least one new,park is in the planning stages and will be the site of the City's new youth center. The FY 96/97 budget includes partial funding for this facility; additional sources of funding are currently being examined. • 12 ' • TABLE 2 • PERMITTED SEWER CAPACITY • REV.... M ....................... . . ADMIRAL POINT 25,110 ALBERTSON'S LOT 3 878 AMBER RIDGE 4,320 COORDINATED CARE - 15,900 CROSS CREEK, PHASE 1 9,720 CROSS CREEK, PHASE 2 44,820. FLORIDA UROLOGY GROUP 540 • GRIFFIN CENTER,•LOT 2 800 LAKE OLYMPIA SQUARE 4,500 PRAIRIE LAKES SUBDIVISION, PHASE 1 29,160 RACETRAC 804 SHOAL CREEK 3,780 SILVER BEND • ___. . 6,750 SILVER GLEN 14,580 SPRING LAKE (REFLECTIONS) . 10,800 WATERSIDE 17,010 WESMERE 42,660 WEST END PROFESSIONAL PARK 43,290 WEST OAKS MALL 150,000 WHITEHILL, PHASE 2 11,880 August 1996 • TABLE 3 PERMITTED WATER CAPACITY • l LLO ADMIRAL POINT 27,000 ALBERTSON'S LOT 3 975 AMBER RIDGE 4;800 COORDINATED CARE 17,850 CROSS CREEK, PHASE 1 10,800 CROSS CREEK, PHASE 2 49,800 FLORIDA UROLOGY GROUP 600 GRIFFIN CENTER, LOT 2 771 LAKE OLYMPIA SQUARE 4,985 PRAIRIE LAKES SUBDIVISION, PHASE 1 15,600 . SHOAL CREEK • 8,700 SILVER BEND 7,500 SILVER GLEN 16,200' SPRING LAKE (REFLECTIONS) 12,000 WATERSIDE • 18,900 WESMERE 47,400 WEST OAKS MALL 99,000 WHITEHILL, PHASE 2 13,200 August 1996 . TABLE 4 INVENTORY OF PARK LANDS PARK SIZE OF PARK(IN ACRES) Central Park Complex 23 +/- acres IForest Lake Golf Club 60 +/- acres * IJohn Vignetti Park I 22 +/- acres IMunicipal Park Complex 10 +/- acres IParkside Park 4 +/- acres Peach Lake Park 3 +/- acres Senior League Baseball Field 8 +/- acres ISilver Glen Park. 5 +/- acres Tiger Minor Park 5 +/- acres TOTAL ACRES OF PARK LAND 140 TOTAL ACRES * This presumes 25 percent of the total 240 acre site benefits Ocoee residents (based on • - -• the usage of the course). August 1996 TABLE 5 RECREATION (PARK LAND 1 REQUIRED FOR PROJECTS WITH FINAL CERTIFICATES OF CONCURRENCY SUFOPULATIONi'"1:':'? . ; NUMBER OF : . (FROM H2OM, ES NOT Y, ET BUILT) ACRES.REQUIRED. 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' 11 ' •.-5',..,C • ' 7-I 1---Lq/1/‘ 0 /4 2 OF 0C0EE� l � INFRASTRUCTURE I ROBERSON RD• DEFICIENCIES M A P II � L�UV „.. . i plIr K)C--) UPDATED SEPT.NG1996DEPT INCORPORATED AREA ; x MAP PREPARED BY THE CITY OF OCOEE ENGINEERI . ���� ` - NOTE: IF A ROAD SEGMENT IS COLO RIS P, IT HAS REACHED THE MAXIMUM • CAPACITY•(LEVEL OF SERVICE, D)RED FORED AVERAGEON DM AADAILY TRIPS. DEVELOPERS MAY PROVIDE A MORE DETAILED LEVEL OF. SERVICE ANALYSISTH FOR PROJECTS THAT IMPACT THESE SEGMENTS BASED ON THE CURRENT FOOT LOS STANDARDS AND GUIDELINES OR THE CURRENT FDOT MANUAL FOR UNIFORM TRAFFIC STUDIES.