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HomeMy WebLinkAboutItem 08 Annual Concurrency Report AGENDA ITEM COVER SHEET Meeting Date: October 18, 2005 Item # a Contact Name: Contact Number: Terry L. James, Principal Planner 407 -905-3100/1018 Reviewed By: Department Director City Manager: Subject: Annual Concurrency Report Background Summary: The Florida Growth Management Legislation (Chapter 163, Florida Statutes implemented by Chapter 9J-5, Florida Administrative Code) require local governments to adopt level of service (LOS) standards for the following infrastructure facilities: roads, sanitary sewer, potable water, solid waste, stormwater drainage, and recreation. Once these standards are adopted in the comprehensive plan, local governments cannot allow development to occur where the impacts of the development lower the level of service below the adopted LOS standards. In order to effectively monitor these LOS standards, the City of Ocoee, like all other local governments, developed a Concurrency Management System (CMS) to insure compliance with the State Statutes and Rules. This CMS is outlined in Article IX of the City ofOcoee Land Development Code (LDC). As a component of the CMS, an annual report is required to assess the existing or actual LOS in relation to the adopted LOS standards contained in the Ocoee Comprehensive Plan in order to determine if there will be any constraints to development within the City related to concurrency management. Issue: Should the Mayor and City Commissioners adopt a Resolution adopting the attached "Infrastructure Capacities & Levels of Service Inventory for Concurrency Management" and the associated "Infrastructure Deficiency Map for Roads"? Recommendations Staff recommends the Mayor and City Commissioners adopt a resolution to officially adopt the attached "Infrastructure Capacities and Level of Service Inventory for Concurrency Management" for the study period from May 2004 through June 2005 and the associated "Infrastructure Deficiency Map for Roads". Attachments: "Infrastructure Capacities and Level of Service Inventory for Concurrency Management" for May 2004 through June 2005 "Infrastructure Deficiency Map for Roads" Resolution 2005-xx with Exhibits "A" and "B" Type of Item: (please mark with an "x') Public Hearing Ordinance First Reading Resolution Commission Approval X Discussion & Direction For Clerl<'s Deot Use: Consent Agenda Public Hearing Regular Agenda _ Original Document/Contract Attached for Execution by City Clerk _ Original Document/Contract Held by Department for Execution Reviewed by City Attorney Reviewed by Finance Dept. Reviewed by ( ) N/A N/A N/A City Manager Robert Frank centet of Good!J 't~e .. .// '~ 6- Commissioners Danny HowelL District 1 Scott Anderson. District 2 Rusty Johnson. District 3 Nancy J. Parker. District 4 Mayor S. Scott Vandergrift STAFF REPORT TO: The Honorable Mayor and City Commissioners FROM: Terry L. James, Principal Planner DATE: September 22, 2005 RE: Annual Concurrency Report for the Study Period June 2004 - May 2005 ISSUE Should the Mayor and City Commissioners adopt a Resolution adopting the attached "Infrastructure Capacities & Levels of Service Inventory for Concurrency Management" and the associated "Infrastructure Deficiency Map for Roads"? BACKGROUND The Florida Growth Management Legislation (Chapter 163, Florida Statutes implemented by Chapter 9J-5, Florida Administrative Code) require local governments to adopt level of service (LOS) standards for the following infrastructure facilities: roads, sanitary sewer, potable water, solid waste, stormwater drainage, and recreation. Once these standards are adopted in the comprehensive plan, local governments cannot allow development to occur where the impacts of the development lower the level of service below the adopted LOS standards. In order to effectively monitor these LOS standards, the City of Ocoee, like all other local governments, developed a Concurrency Management System (CMS) to insure compliance with the State Statutes and Rules. This CMS is outlined in Article IX of the City of Ocoee Land Development Code (LDC). As a component of the CMS, an annual report is required to assess the existing or actual LOS in relation to the adopted LOS standards contained in the Ocoee Comprehensive Plan in order to determine if there will be any constraints to development within the City related to concurrency management. DISCUSSION SUMMARY OF THE INFRASTRUCTURE "REpORT CARD" INFRASTRUCTURE ADOPTED LEVEL OF SERVICE ACTUAL OR EXISTING LEVEL OF DEFICIENCIES? SYSTEM STANDARD SERVICE Roads Collector Roads LOS "D" Measured by roadway segments. See Yes, for some road Arterial Roads LOS "E" attached report for specifics. segments. See attached report for specifics. Sanitary Sewer 270 Gallons/DaylERU 244 Gallons/Day/ERU No Potable Water 300 Gallons/DavlERU 248 Gallons/Dav/ERU No Solid Waste 6 PoundslPerson/Day 2.8 PoundslPersonlDay No Storm water Non-Landlocked Basins: 25 year/24 The Land Development Code requires all No Drainage hour storm event development to design & install drainage Landlocked Basins: 100 year storm to serve the development. event must be retained on-site. Recreation 4 acresll,OOO Residents 7.14 acresll,OOO Residents No For more specific or detailed information, please refer to the attached report entitled, "Infrastructure Capacities and Level of Service Inventory for Concurrency Management". RECOMMENDATION Staff recommends the Mayor and City Commissioners adopt a resolution to officially adopt the attached "Infrastructure Capacities and Level of Service Inventory for Concurrency Management" for the study period from June 2004 through May 2005 and the associated "Infrastructure Deficiency Map for Roads". Attachments: "Infrastructure Capacities and Level of Service Inventory for Concurrency Management" for June 2004 through May 2005, dated October 10, 2005 "Infrastructure Deficiency Map for Roads", dated October 2005 Resolution with Exhibits "A" and "B" INFRASTRUCTURE CAPACITIES & LEVELS OF SERVICE INVENTORY FOR CONCURRENCY MANAGEMENT STUDY PERIOD: JUNE 2004 - MAY 2005 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: TRAFFIC CIRCULATION 1. ROADWAY DESIGN CAPACITY The design capacity of a roadway is determined by many factors including, but not limited to the number of lanes, the roadway's functional classification, the number of traffic signals per mile, and whether the roadway is divided or undivided. After these factors are analyzed, the Florida Department of Transportation (FOOT) "Generalized Level of Service (LOS) Tables" are used to determine a numerical standard for volume of traffic on the roadway in relation to the roadway's capacity. This numerical threshold is the design capacity of the roadway. These numerical thresholds are then divided into alphabetical standards from "A" to "F" (best to worst). {For a generalized definition of the alphabetical LOS, see Appendix A: Florida Department of Transportation Roadway Level of Service Indicators.} "Table 1: Ocoee Road Concurrency Management System" in Appendix A outlines the complete roadway concurrency system for the City including state, county, and local roadways. The shaded roadways listed in the table are non-concurrency management system roadways that may need to be monitored for concurrency in the future since 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 column labeled "Numerical LOS Threshold" is the theoretical design capacity for the roadway. As the vehicle volume on the roadway approaches this capacity threshold the level of service declines and traffic slows as congestion increases. Once the volume of vehicles on the roadway exceeds the capacity, the level of service the roadway's alphabetical level of service standard becomes "F". 2. THE ADOPTED LEVEL OF SERVICE STANDARDS FOR ALL ROADWAYS. The City of Ocoee is required by Florida's Growth Management Act (Chapter 163, Florida Statutes) to adopt an alphabetical standard and the associated numerical capacity for each roadway within its jurisdiction. The only exceptions to this requirement are the roadways on the Florida Intrastate Highway System (FIHS), which must adhere to the FOOT standards. The City has adopted level of service standards based on the functional classification of the roadway. These standards are "0" for collector streets and "E" for arterial streets. This is reflected in the column labeled "Adopted LOS", and numerical standard is reflected in the column labeled "Numerical LOS Thresholds". Once the level of service standards are adopted the City Report dated: 10/5/2005 Page 1 of 20 CITY OF OCOEE PLANNING DIVISION is required to insure that no development orders are issued that would lower the LOS below the adopted standard. In the case of the collector street's "0" LOS standard, if a collector drops below the adopted "0" standard to "E" the City is prohibited from issuing development orders even though the LOS standard has not been reduced to the "F" standard which indicates the roadway's failure in relation to volume to capacity. 3. EXISTING LEVEL OF SERVICE. Table 1 shows the daily traffic in vehicles per day on the roadway segments under "Existing 2005 Counts". The City's traffic consultant completes a 24- hour traffic count each year during the summer months to gather this necessary information. The traffic counting is scheduled to avoid any event such as a holiday that may artificially inflate or deflate the traffic volumes on these roadways. The count is intended to capture the number of vehicles on the roadways during "normal" summer traffic. 4. THE EXISTING CAPACITIES OR DEFICIENCIES OF THE ROADWAY NETWORK. The numbers in the "Existing 2005 Counts" column represent actual traffic on the roadways during the count period. When compared to the "Numerical LOS Threshold" which represents the theoretical capacity of the roadway, the existing traffic volume exceeds the capacity on Silver Star Road/State Road 438 between East Crown Point Road and Bowness Road and Bowness Road between Story Road and Kissimmee Avenue. With the roadway segment above excluded, existing 2005 traffic volumes as indicated in the "Numerical LOS Thresholds" are lower than the traffic capacities contained in "Existing 2005 Counts", meaning that there are no deficiencies in the roadway network. 5. THE CAPACITIES RESERVED FOR PROJECTS FOR APPROVED, BUT UNBUIL T DEVELOPMENT. Although there is an apparent capacity available in the roadway network the City is required to monitor for concurrency, the City has approved projects through the development review process that have reserved vehicle "trips" on the roadway network. The vehicle trips from approved, but unbuilt development are not captured in the "Existing 2005 Counts" since they are not as yet on the roadway, but they do represent a future "claim" on the roadway capacity. These trips are inventoried from the "Final Certificates of Concurrency" or "Transportation Capacity Reservation Certificates" under the City's Land Development Code and placed in the "Ocoee Road Concurrency Management System" under "Reserved" column Report dated: 1 0/1 0/2005 Page 2 of 20 CITY OF OCOEE PLANNING DIVISION 6. THE PROJECTED CAPACITIES OR DEFICIENCIES DUE TO APPROVED, BUT UNBUILT DEVELOPMENT. In order to achieve an accurate assessment of the roadway capacity, the actual traffic volume contained in "Existing 2005 Counts" must be combined with the "Reserved" volumes representing the future claims on the roadway capacity by the approved, but unbuilt development. These two volumes, added together in the "Combined" column, must be subtracted from the "Numerical LOS Thresholds" to give the correct assessment of the available capacity on the roadways within the concurrency management system. If the "Minus Combined" column in the table is negative, then the traffic volume has exceeded the roadway capacity standards or "level of service" adopted in the Comprehensive Plan. As stated above, these standards are "0" for collector streets and "E" for arterial streets. Once volumes exceed capacity, the City can no longer issue approvals for new developments that would impact these roadway segments unless the development "mitigates" their traffic impacts through additional roadway improvements. The City's concurrency management system; however, does not place a road segment on the Infrastructure Deficiencies Map until it reaches 115 % of the level of service. This "margin of error" is allowed by the State because inherent errors 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. The two columns labeled "% Used Combined" and "% Available Combined" are the indicators of roadway segments that exceed their adopted level of service capacity. "% Used Combined" column gives the total percentage, while "% Combined Available" gives the actual percentage over the adopted capacity. If the "% Combined Available" is negative, it indicates that the roadway needs to be monitored closely. If "% Combined Available" is greater than negative 15% then the roadway segment volume exceeds the adopted capacity sufficiently to require additional mitigation for new developments that impact the affected roadway segments The two roadway segments that follow are over the 115% of capacity and will be place on the Infrastructure Deficiencies Map: ROADWAY SEGMENT: NUMERICAL OVER THE NUMERICAL FROM/TO LOS LOS THRESHOLDS THRESHOLDS NUMERICAL PERCENT Bowness Rd. Story 15,400 2,775 18% Rd.lKissimmee Ave. Silver Star Rd. E. Crown 16,600 3,677 22% (State Road 438) PointlBowness Rd. Report dated: 10/10/2005 Page 3 of 20 CITY OF OCOEE PLANNING DIVISION The following roadway segments are over 100% of capacity and will require closer monitoring: ROADWAY SEGMENT: NUMERICAL OVER THE NUMERICAL FROMlTO LOS LOS THRESHOLDS THRESHOLDS NUMERICAL PERCENT Clarcona-Ocoee Rd. Fullers Cross/Adair 15,200 809 5% (Countv Road 439) Ocoee-Apopka Rd. Fullers 19,100 1,961 10% (Countv Road 437) Cross/McCormick Silver Star Rd. Bowness/Ocoee- 16,600 1,913 12% (State Road 438) Apopka Ocoee- 16,600 1,261 8% Apopka/Bluford The roadway segments are graphically depicted in Figure 1: The Infrastructure Deficiency Map for Roads is contained in Appendix A3. 7. THE IMPROVEMENTS TO BE MADE TO THE ROADWAY NETWORK IN THE CURRENT STUDY PERIOD BY ANY APPROVED PROJECTS PURSUANT TO PREVIOUS DEVELOPMENT ORDERS OR PERMITS AND THE IMPACT OF SUCH IMPROVEMENTS ON THE EXISTING CAPACITIES OR DEFICIENCIES. Developers made no improvements that would significantly impact the adopted roadway level of service standards. Each development project is evaluated during the development review process and improvements such as left turn lanes and access management are addressed to improve localized traffic operations. 8. THE IMPROVEMENTS TO BE MADE TO THE ROADWAY NETWORK IN THE CURRENT STUDY PERIOD BY THE CITY OF OCOEE, ORANGE COUNTY, THE FOOT, OR OTHER PUBLIC AGENCY, AND THE IMPACT OF SUCH IMPROVEMENTS ON THE EXISTING CAPACITIES OR DEFICIENCIES. Florida Department of Transportation Improvem81ts None. Orange County Improvements None. City of Ocoee Improvements The City is cooperating jointly with Orange County to widen Old Winter Garden Road between Maguire Road and Hempel Avenue to 4 lanes. These improvements will also add left turn lanes, sidewalks, and traffic signals. Report dated: 10/10/2005 Page 4 of 20 CITY OF OCOEE PLANNING DIVISION SANITARY SEWER 1. THE DESIGN CAPACITY OF THE WASTEWATER TREATMENT FACILITY. The City of Ocoee has one wastewater treatment facility with a permitted treatment capacity of 3.0 million gallons per day (MGD). The current Florida Department of Environmental Protection (DEP) operation permit limits treatment capacity to the current effluent disposal capacity of 2.35 MGD. This is the current permitted effluent disposal capacity of the combined wastewater treatment plant site effluent ponds and the golf course. 2. 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 for the reporting period from June 1, 2004 through May 31, 2005 is 1.5936 MGD or 1,539,600 gallons per day. The minimum permitted sanitary sewer system effluert discharge capacity is 1.6 MGD. There are 6,519 sanitary sewer customers on record with the Utility Department, each with an existing LOS of 236 gallons per day (GPO) per ERU. 3. 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 (GPO) per ERU. 4. 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 initiated a reuse program and has implemented the program by constructing a distribution main along the Clarke Road corridor. The main currently provides service for the follow areas: PROPERTY NAME DATE IN SERVICE AVERAGE MONTHLY SERVICE 1 West Oaks Mall 1/2002 300,000 Cambridqe Villaqe 2/2002 100,000 VillaQes of West Oaks 2/2002 115,000 Olympia PUD 1/2002 420,000 WalQreen's Druqs 70,000 Summerville 1/2002 500,000 Donato's Pizza 10/2002 73,000 Crown Bank 10/2002 135,000 Report dated: 10/10/2005 Page 5 of 20 CITY OF OCOEE PLANNING DIVISION Silver CrossinQs 6/2002 550,000 Willows on the Lake 5/2002 171,000 Prairie Lakes 3, 4 & 5 1,063,000 ReminQton Oaks 175,000 Orchard Park 2/2003 60,000 Totals: 3,732,000 MGD 124,4000 GPD . . The above data IS based on actual blllmg averages for an eight to twelve month penod. Future implementation of reuse service along the Clarke Road corridor shall include the following is the planned implementation of reuse: SUBDIVISION DWELLING MONTHLY ANTICIPATED UNITS RECLAIMED WATER DATE USAGE (MGD) Waterside 178 0.074 Fall/2005 Silver Glen 252 0.104 Winter/2006 Reserve 185 0.077 SorinQ/2006 Reflections 198 0.082 Summer/2006 Totals: 337,000 GPD 5. THE CAPACITIES RESERVED FOR APPROVED, BUT UN BUlL T DEVELOPMENT. For concurrency purposes regarding sanitary sewer, the City of Ocoee defines approved but unbuilt development as those portions of a project that have not yet been built but which have sanitary sewer capacity reserved through a Department of Environmental Protection (DEP) permit. Currently, the City has 3,772 GPO or 14 ERUs that have been permitted/reserved and are still unused since the developments are not connected to the system. The reserved capacity is tracked by the City Finance Department (See Appendix B). The total demand on the sanitary sewer system in terms of ERUs is 6,533. The permitted system effluent discharge capacity of 1.6 MGD when added to the minimum daily reuse usage of 0.17 MGD produces a total net effluent and reuse capacity of 1.77 MGD. The existing LOS based on treatment capacity is 244 GPD/ERU and the remaining ERUs that can utilize the sanitary sewer system is 652. 6. THE IMPROVEMENTS TO BE MADE TO THE FACILITY IN THE CURRENT STUDY PERIOD BY ANY APPROVED PROJECTS PURSUANT TO PREVIOUS DEVELOPMENT ORDERS AND THE IMPACT OF SUCH IMPROVEMENTS ON THE EXISTING CAPACITIES OR DEFICIENCIES. (LINES, LIFT STATIONS ETC.) According to the Government Accounting Standards Board 34 Report compiled by the Engineering Department during the study period, the Goodman Center provided a lift station and force main on February 21, 2005. The impact of this improvement will generally enhance the capacity of the sanitary sewer system. In addition, the Ocoee Commons development project has dedicated a force main that will enhance operations in this general area. Report dated: 10/10/2005 Page 6 of 20 CITY OF OCOEE PLANNING DIVISION 7. THE IMPROVEMENTS TO BE MADE TO THE FACILITY IN THE CURRENT STUDY PERIOD BY THE CITY OF OCOEE AND THE IMPACTS OF SUCH IMPROVEMENTS ON THE EXISTING CAPACITIES OR DEFICIENCIES. The utility relocation and improvements to sewage lines in conjunction with the improvements to Old Winter Garden Road will enhance capacity and delivery of sanitary sewer services. Report dated: 10/10/2005 Page 7 of 20 CITY OF OCOEE PLANNING DIVISION POTABLE WATER 1. THE DESIGN CAPACITY OF THE POTABLE WATER TREATMENT FACILITIES. There are three water plants interconnected in the City of Ocoee. The pumping capacity permitted by FDEP is 11.77 Million Gallons per Day (MGD). 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 daily permitted withdrawal capacity is 4.1 MGD. 2. THE EXISTING LEVEL OF SERVICE MEASURED BY THE AVERAGE NUMBER OF GALLONS PER DAY PER UNIT BASED ON THE AVERAGE FLOWS EXPERIENCED. Based on City Records, the actual existing demand in average gallons used by day 4.13 MGD. The total ERUs in the system is 16,525, and equals the existing estimated ERUs of 16,500 added to the reserved and unconnected permitted capacity (tracked by the Finance Department, seeAppendix D) of 25 ERUs. When the SJRWMD permitted average daily capacity is divided by the total ERUs above it produces an existing level of service standard of 248 Gallons per Day per ERU. 3. THE EXISTING POTABLE WATER STORAGE CAPABILITIES OF THE WATER SYSTEM. The water storage capabilities are as follows: WATER PLANT GALLONS South 1,250,000 Forest Oaks 1,050,000 Jamela 1,000,000 Total: 3,300,000 4. 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 Ocoee Fire Department tests the existing system on a regular basis through gauging fire hyctants. 5. THE ADOPTED LEVEL OF SERVICE STANDARDS FOR THE POTABLE WATER FACILITIES. The LOS is 300 GPD/ERU as adopted in the City of Ocoee Comprehensive Plan. Report dated: 10/10/2005 Page 8 of 20 CITY OF OCOEE PLANNING DIVISION 6. THE EXISTING CAPACITIES OR DEFICIENCIES OF THE SYSTEM. The existing LOS of 248 GPD/ERU is 52 GPD/ERU below the adopted LOS standard of 300 GPD/ERU as outlined in the Comprehensive Plan. This translates into an additional capacity of 2,862 ERUs in the potable water system. 7. THE CAPACITIES RESERVED FOR APPROVED, BUT UNBUILT DEVELOPMENT. For concurrency purposes regarding potable water, the City of Ocoee defines approved but unbuilt developments as those portions of a project that have not yet been built but which have potable water capacity reserved through a DEP permit and are unconnected to tie system. The Finance Department tracks the projects (See Appendix C) that fall under this category and the number of potable water gallons that have been reserved and are still unused for each of those projects. According to the City's records, 7,419 gallons per day have been reserved and are still not used. This translates into 25 additional ERUs based on the adopted LOS standard of 300 GPD/ERU. 8. THE IMPROVEMENTS TO BE MADE TO THE FACILITIES IN THE CURRENT STUDY PERIOD 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 Government Accounting Standard Board 34 report compiled by the Engineering Department during the study period,the Ocoee Commons development project has dedicated an extended reuse line that will expand reuse capacity and operations in that general area. 9 . THE IMPROVEMENTS TO BE MADE IN THE CURRENT STUDY PERIOD BY THE CITY OF OCOEE AND THE IMPACT OF SUCH IMPROVEMENTS ON THE EXISTING CAPACITIES OR DEFICIENCIES. The City has made the following improvements to the potable water system: . The Maguire Road Reuse Water Pump Station will allow the City to purchase reuse water from CONSERV (a joint Orange County & City of Orlando reuse water program) to use in the southern portion of the City. The reuse water will substitute for potable water and allow the City to pump less potable water for irrigation purposes. This will reduce the potable water demand and allow the City to better comply with the St. Johns River Water Management District potable water requirements. . The relocation and improvements of water lines in conjunction with the Old Winter Garden Road improvements will enhance capacity, delivery, and fire flow. Additionally, the installation of a reuse line along this roadway will expand the reuse services in that area. Report dated: 10/10/2005 Page 9 of 20 CITY OF OCOEE PLANNING DIVISION SOLID WASTE 1. 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. Orange County has not placed a solid waste capacity on the City; therefore, the City will permit additional customers until notified otherwise by the County. The City's solid waste, both residential and commercial, is collected by a franchisee. This includes recycling and yard waste. 2. THE EXISTING LEVEL OF SERVICE MEASURED BY THE SOLID WASTER PER POUND PER PERSON 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 to two 96 gallon containers weekly for household waste, one recycling collection, and one yard waste pick up. Customers may have bulky items collected for an additional cost. The current adopted LOS for residential customers is 6.0 pounds per capita per day. Service is provided, as required by state statue, for the separation of Class 1 garbage from recyclables and yard waste. From June 1,2004, through May 31,2005, the City of Ocoee generated a total of 9,722 tons of Class 1 residential garbage that was disposed of at the Orange County landfill for the 9,350 residential households. This translates to 5.7 pounds per day per household, 1.91 pounds per person per day, based on 2.99 persons per household. Yard waste is contracted to a private collection firm. According to recent estimates, the average weekly yard waste per household is3.24 pounds, or 1.08 pounds per person per day. A total of 1,070 tons of residential recyclables were collected during this time period. This amounts to 4.4 pounds per household per week, or 0.21 pounds per person per day. The total of all solid waste collected (household garbage, recycling, and yard waste) is 3.2 pounds per person per day, which is 2.8 pounds per person per day below the adopted LOS standard. Report dated: 10/10/2005 Page 10 of 20 CITY OF OCOEE PLANNING DIVISION 3. THE PROJECTED CAPACITIES RESERVED FOR APPROVED, BUT UNBUIL T DEVELOPMENT. Since 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 C01currency. Report dated: 10/10/2005 Page 11 of 20 CITY OF OCOEE PLANNING DIVISION STORMWA TER DRAINAGE 1. THE EXISTING LEVEL OF SERVICE MEASURED BY STORM EVENT AS DETERMINED BY THE CITY OF OCOEE AND ITS CONSULTING ENGINEERS. The City's Land Development Code requires that each new development design and install a stormwa1er management system that serves the project. In addition to projects associated with new development, the City is continually funding major and minor stormwater management projects to improve stormwater conditions and water quality in the City. The Phase I Group I drainage improvement projects have been completed as reported previously. Several new projects aimed at reducing flooding and pollutant discharge have been funded entirely by the City or jointly with FDEP and CBDG. These projects are in various stages of completion and include Center Street 100-Year Retention Pond ($700,000), Center Street Collection System ($300,000), Pioneer Key Regional Stormwater Pond ($2,600,000). Other projects have been placed on the 5-year CIP program for design and implementation. 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 is a co-applicant with Orange County and other municipalities in west Orange County for the U.S. EPA National Pollutant Discharge Elimination System (NPDES) stormwater permit. The current permit is for the period August 2002 through July 2007. It includes requirements for pollutant monitoring and drainage system improvements. It is not clear what direction EPA will take regardng permit modifications 2. THE ADOPTED LEVEL OF SERVICE STANDARD FOR STORM DRAINAGE. The adopted Level of Service Standard for stormwater/drainage is the ability to contain a 25-year/24 hour storm event in basins with positive outfall, consistent with Chapter 17-25 of the Florida Administrative Code. In land- lock basins, a 1 OO-year event must be retained on site. 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. Report dated: 10/10/2005 Page 12 of 20 CITY OF OCOEE PLANNING DIVISION RECREATION 1 THE EXISTING ACREAGE OF PARK LAND. There are 218.2 acres of parkland in the City of Ocoee. The list of parks with acreage is included in Table A: Inventory of Park Lands in Appendix D. 2. 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. As of April 1, 2005, the Bureau of Economic and Business Research (BEBR/University of Florida) estimated the permanent residential population at 30, 597. The current parks and recreation facility acreage is 218.2, giving the City 7.14 acres per 1,000 residents. 3. THE EXISTING CAPACITIES OR DEFICIENCIES OF THE RECREATIONAL FACILITY SYSTEM. Recreation has capacity available since the existing LOS is 3.14 acres over the adopted LOS standard of 4 acres per 1,000 persons. 4. THE CAPACITIES RESERVED FOR APPROVED PROJECTS, BUT UNBUIL T DEVELOPEMENT. There is a total of 10.02 acres reserved based on a review of Final Certificates of Concurrency. 5. THE PROJECTED CAPACITIES OR DEFICIENCIES DUE TO APPROVED, BUT UNBUILT DEVELOPMENT. In acres per 1,000 residents, the total of the Reserved Capacity of 0.01 added to the Existing Level of Service (LOS) 7.13 produces increases the Level of Service to 7.14 that is 3.14 than the adopted Level of Service Standard of 4. This 3.14 acre per 1,000 residents "surplus" over the adopted LOS standard translates into the ability of Ocoee to serve an additional 24,019 residents. Report dated: 10/10/2005 Page 13 of 20 CITY OF OCOEE PLANNING DIVISION 6. THE IMPROVEMENTS TO BE MADE TO THE RECREATION FACILITIES IN THE CURRENT STUDY PERIOD BY ANY APPROVED PROJECTS PURSUANT TO PREVIOUS DEVELOPMENT ORDERS AND THE IMPACT OF SUCH IMPROVEMENTS ON THE EXISTING CAPACITIES OR DEFICIENCIES. No park lands were added to the citywide park system by developers in the June 2004 May 2005 study period; however, residential subdivisions are still required by the Land Development Code to provide parkland and facilities to serve the residents of their subdivision. This parkland is not added to the citywide system since it is private property owned and maintained by the individual homeowners associations, but it does reduce the demand on certain public facilities. 7. THE IMPROVEMENTS TO BE MADE TO THE RECREATION FACILITIES IN THE CURRENT STUDY PERIOD BY THE CITY OF OCOEE AND THE IMPACT OF SUCH IMPROVEMENTS ON THE EXISTING CAPACITIES OR DEFICIENCIES. None Report dated: 10/10/2005 Page 14 of 20 CITY OF OCOEE PLANNING DIVISION ApPENDIX A-1 TABLE A FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY LEVEL OF SERVICE INDICATORS LEVEL OF GENERAL CHARACTERISTICS: SERVICE A Primarily free flow of traffic; vehicles operate almost completely unimpeded. B Reasonably free flow of traffic; vehicle moverrent is only slightly restricted. C Vehicle speed still at or near free flow; vehicle movement is noticeably restricted. 0 Speeds begin to decline slightly with increasing traffic; freedom to maneuver is noticeablv limited. E Speeds are noticeably reduces; operation is at capacity with little room to maneuver. F Breakdown in vehicular flow; roadway is "qridlocked." 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'6 ~ <( " fr 0:: ~ ~ ~ (/) ~ o 'C ~ o << "TI <.C' c CD - ~n~\ /' '" 'f .. o l.-L.J {... 1. ~ / .'\/ IL \ ~- \ J 1lnCh-3OQlfeet 1,::00 3,000 Fee, )> "'C "'C CD ::::J 0- X' )> I V) ::::J - ...., Q) C/J .-+ ...., C (") .-+ C ...., CD 0 CD j :::n (") ..c CO' ::::J (") '< s: Q) "'C - 0 ...., ;0 0 Q) 0- C/J .-.--:: Ii - I Infrastructure Deficiency: _ Greaterthan 15% over the Numercial Threshold Over the Numerical Threshold - but Less than or Equal to 15% _ Joint Planning Area r- City Urn.!> o g ~ '" o ~ T' I r-1 ._1--____>-' r .' \ -; \ ~ /_--..../ \ .. ; '- r--' /' "~ i ,-----' 16,600 3."" 22" 0Vef the Nwnerlclll C1arcona.Ocoee Rd FullersCrossfAdait (County Road 439) Ocou-Apopka Rd. Fullers 19.100 1,961 H'.. Road 43 CrossnkConniclc SlIverSlarRd. (State BownesalOcoee- 16.EiOO 1,913 '2" Road 438) A Oooe~ 16,600 1,251 ... ApopkalBlufo'" -,-.~ \ '- I /! ) r-- ''S---:-O~ t- .) --"'- j J -"'_ ---," .J ~-'(r ~. r ~'\ ,-<' j\ j;'~.:;J:....~~_;-:__~_ CITY OF OCOEE PLANNING DIVISION ApPENDIX 8 Sanitary Sewer Capacity Table Subdivision GPD Contracted Remaining Lake Olympia Club 270 270 Lake Olympia Square 9,269 240 Ocoee Industrial Park # 1 313 313 Plantation Grove Comm. 540 59 Plantation Grove Comm. 16,505 810 Saturn of Ocoee 2,079 2,079 GPD Totals: 28,976.4 3,771.9 Report dated: 10/10/2005 Page 18 of 20 CITY OF OCOEE PLANNING DIVISION ApPENDIX C Potable Water Capacity Table Subdivision GPD: Contracted Remaining Hammocks 300 300 Hammocks 300 300 Hammocks 33,900 300 Lake Olympia Club 300 300 Lake Olympia Square 11,016 84 Ocoee Industrial Park # 1 5,400 2,400 Plantation Grove Comm. 600 66 Plantation Grove Comm. 18,339 900 Saturn of Ocoee 2,610 2,610 Watson Plaza 2,493 159 GPD Totals: 75,258 7,419 Report dated: 10/10/2005 Page 19 of 20 ApPENDIX D TABLE A: INVENTORY OF PARK LANDS PARK ACREAGE (+1-) Beech Recreational Complex 13 Central Park Complex 23 Forest Lake Golf Club 601 Forest Oaks Park 0.25 John Vionetti Park 22 Municipal Park Complex 10 Palm Drive Park 1 Parks ide/Coventry Park 4 Russell Drive Park 3 Sorenson Junior/Senior 8 Leaoue Baseball Field Silver Glen Park 5 Freedom Park 14 Tiger Minor Park 5 Crown Point Park (a.k.a. 40 Coke Property) Total Acres: 218.25 1 This presumes 25 percent of the total 240 acre site benefits Ocoee residents (based on the usage of the golf course). Report dated: 10/10/2005 CITY OF OCOEE PLANNING DIVISION Page 20 of 20 )> "'0 "'0 CD :J 0- x. )> I (..) :J - ...., Q) ~ ...., c Sl c CD o CD ::!'! o. m :J o '< s: Q) "'0 - o ...., ;0 o Q) 0- (J) -'-, / ) :_-, ~~ r, i r':"} I~I ---...,-') "", .-- ~ ,.--.. I \ ,I ) I \ " RESOLUTION 2005-_ A RESOLUTION OF THE CITY OF OCOEE, FLORIDA RELATING TO INFRASTRUCTURE DEFICIENCIES UNDER THE CONCURRENCY MANAGEMENT SYSTEM; ACCEPTING AN "INFRASTRUCTURE CAPACITIES AND LEVEL OF SERVICE INVENTORY FOR CONCURRENCY MANAGEMENT" REPORT; FINDING THAT THERE ARE INFRASTRUCTURE DEFICIENCIES WITHIN THE CITY; ADOPTING AN "INFRASTRUCTURE DEFICIENCIES MAP FOR ROADS" PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the City Commission of the City of Ocoee has received a report on the status of all infrastructure covered under the Ocoee Concurrency Management System, said report being attached hereto as Exhibit "A" and by this reference made a part hereof ("Infrastructure Capacities and Level of Service Inventory for Concurrency Management" Report, dated October 5,2005); and WHEREAS, information has been collected and made available to the public on certain infrastructure facilities as required by Article IX of Chapter 180 of the Ocoee City Code; and WHEREAS, based upon the Concurrency Assessment of Infrastructure and Services and in accordance with the procedures set forth in Section 9-5 of Article IX of Chapter 180 of the Ocoee City Code, an Infrastructure Deficiencies Map for Roads has been prepared, said map being attached hereto as Exhibit "B" and by this reference made a part here of ("the Infrastructure Deficiencies Map for Roads", dated October, 2005); and WHEREAS, the Ocoee City Commission has been advised that, as of June 1, 2005, there are infrastructure deficiencies with respect to the level of service standards for roads as established by the Ocoee Comprehensive Plan. H:\Concurrency Mgmnt System\Concurrency Report Update_10-2005\Staff Report & Adoption Resolution\CMS Resolution_2004-05.doc 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 Infrastructure Capacities and Level of Service Inventory for Concurrency Management" Report, dated October 5, 2005 attached hereto as Exhibit "A". 3. The City Commission of the City of Ocoee hereby finds that, as of June 1, 2005, there are Re infrastructure deficiencies with respect to the level of service standards for roads as established by the Ocoee Comprehensive Plan. 4. Pursuant to Section 9-5.C of Article IX of Chapter 280 of the Code of Ordinances of the City of Ocoee, Florida, the Ocoee City Commission hereby adopts the Infrastructure Deficiencies Map for Roads, dated October, 2005 attached hereto as Exhibit "B". The Infrastructure Deficiencies Map will be effective from [City commission adoption date] through May 31, 2005 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 for Roads dated October, 2005 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 ,2005. ATTEST: APPROVED: CITY OF OCOEE, FLORIDA Beth Eikenberry, City Clerk S. Scott Vandergrfit, Mayor H:\Concurrency Mgmnt System\Concurrency Report Update_1 0-2005\Staff Report & Adoption Resolution\CMS Resolution_2004-05.doc (SEAL) FOR USE AND RELIANCE ONLY BY THE CITY OF OCOEE, FLORIDA. APPROVED AS TO FORM AND LEGAILlTY this day of 2002. APPROVED BY THE OCOEE CITY COMMISSION AT A MEETING HELD ON , 2002 UNDER AGENDA ITEM NO. FOLEY & LARDNER LLP By: City Attorney H:\Concurrency Mgmnt System\Concurrency Report Update_10-2005\Staff Report & Adoption Resolution\CMS Resolution_2004-05.doc EXHIBIT "A" INFRASTRUCTURE CAPACITIES & LEVELS OF SERVICE INVENTORY FOR CONCURRENCY MANAGEMENT STUDY PERIOD: JUNE 2004 - MAY 2005 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: TRAFFIC CIRCULATION 1. ROADWAY DESIGN CAPACITY The design capacity of a roadway is determined by many factors including, but not limited to the number of lanes, the roadway's functional classification, the number of traffic signals per mile, and whether the roadway is divided or undivided. After these factors are analyzed, the Florida Department of Transportation (FOOT) "Generalized Level of Service (LOS) Tables" are used to determine a numerical standard for volume of traffic on the roadway in relation to the roadway's capacity. This numerical threshold is the design capacity of the roadway. These numerical thresholds are then divided into alphabetical standards from "A" to "F" (best to worst). {For a generalized definition of the alphabetical LOS, see Appendix A: Florida Department of Transportation Roadway Level of Service Indicators.} "Table 1: Ocoee Road Concurrency Management System" in Appendix A outlines the complete roadway concurrency system for the City including state, county, and local roadways. The shaded roadways listed in the table are non-concurrency management system roadways that may need to be monitored for concurrency in the future since 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 column labeled "Numerical LOS Threshold" is the theoretical design capacity for the roadway. As the vehicle volume on the roadway approaches this capacity threshold the level of service declines and traffic slows as congestion increases. Once the volume of vehicles on the roadway exceeds the capacity, the level of service the roadway's alphabetical level of service standard becomes "F". 2. THE ADOPTED LEVEL OF SERVICE STANDARDS FOR ALL ROADWAYS. The City of Ocoee is required by Florida's Growth Management Act (Chapter 163, Florida Statutes) to adopt an alphabetical standard and the associated numerical capacity for each roadway within its jurisdiction. The only exceptions to this requirement are the roadways on the Florida Intrastate Highway System (FIHS), which must adhere to the FOOT standards. The City has adopted level of service standards based on the functional classification of the roadway. These standards are "0" for collector streets and "E" for arterial streets. This is reflected in the column labeled "Adopted LOS", and numerical standard is reflected in the column labeled "Numerical LOS Thresholds". Once the level of service standards are adopted the City Report dated: 10/5/2005 Page 1 of 20 CITY OF OCOEE PLANNING DIVISION is required to insure that no development orders are issued that would lower the LOS below the adopted standard. In the case of the collector street's "0" LOS standard, if a collector drops below the adopted "0" standard to "E" the City is prohibited from issuing development orders even though the LOS standard has not been reduced to the "F" standard which indicates the roadway's failure in relation to volume to capacity. 3. EXISTING LEVEL OF SERVICE. Table 1 shows the daily traffic in vehicles per day on the roadway segments under "Existing 2005 Counts". The City's traffic consultant completes a 24- hour traffic count each year during the summer months to gather this necessary information. The traffic counting is scheduled to avoid any event such as a holiday that may artificially inflate or deflate the traffic volumes on these roadways. The count is intended to capture the number of vehicles on the roadways during "normal" summer traffic. 4. THE EXISTING CAPACITIES OR DEFICIENCIES OF THE ROADWAY NETWORK. The numbers in the "Existing 2005 Counts" column represent actual traffic on the roadways during the count period. When compared to the "Numerical LOS Threshold" which represents the theoretical capacity of the roadway, the existing traffic volume exceeds the capacity on Silver Star Road/State Road 438 between East Crown Point Road and Bowness Road and Bowness Road between Story Road and Kissimmee Avenue. With the roadway segment above excluded, existing 2005 traffic volumes as indicated in the "Numerical LOS Thresholds" are lower than the traffic capacities contained in "Existing 2005 Counts", meaning that there are no deficiencies in the roadway network. 5. THE CAPACITIES RESERVED FOR PROJECTS FOR APPROVED, BUT UNBUIL T DEVELOPMENT. Although there is an apparent capacity available in the roadway network the City is required to monitor for concurrency, the City has approved projects through the development review process that have reserved vehicle "trips" on the roadway network. The vehicle trips from approved, but unbuilt development are not captured in the "Existing 2005 Counts" since they are not as yet on the roadway, but they do represent a future "claim" on the roadway capacity. These trips are inventoried from the "Final Certificates of Concurrency" or "Transportation Capacity Reservation Certificates" under the City's Land Development Code and placed in the "Ocoee Road Concurrency Management System" under "Reserved" column Report dated: 1 0/1 0/2005 Page 2 of 20 CITY OF OCOEE PLANNING DIVISION 6. THE PROJECTED CAPACITIES OR DEFICIENCIES DUE TO APPROVED, BUT UNBUILT DEVELOPMENT. In order to achieve an accurate assessment of the roadway capacity, the actual traffic volume contained in "Existing 2005 Counts" must be combined with the "Reserved" volumes representing the future claims on the roadway capacity by the approved, but unbuilt development. These two volumes, added together in the "Combined" column, must be subtracted from the "Numerical LOS Thresholds" to give the correct assessment of the available capacity on the roadways within the concurrency management system. If the "Minus Combined" column in the table is negative, then the traffic volume has exceeded the roadway capacity standards or "level of service" adopted in the Comprehensive Plan. As stated above, these standards are "0" for collector streets and "E" for arterial streets. Once volumes exceed capacity, the City can no longer issue approvals for new developments that would impact these roadway segments unless the development "mitigates" their traffic impacts through additional roadway improvements. The City's concurrency management system; however, does not place a road segment on the Infrastructure Deficiencies Map until it reaches 115 % of the level of service. This "margin of error" is allowed by the State because inherent errors 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. The two columns labeled "% Used Combined" and "% Available Combined" are the indicators of roadway segments that exceed their adopted level of service capacity. "% Used Combined" column gives the total percentage, while "% Combined Available" gives the actual percentage over the adopted capacity. If the "% Combined Available" is negative, it indicates that the roadway needs to be monitored closely. If "% Combined Available" is greater than negative 15% then the roadway segment volume exceeds the adopted capacity sufficiently to require additional mitigation for new developments that impact the affected roadway segments The two roadway segments that follow are over the 115% of capacity and will be place on the Infrastructure Deficiencies Map: ROADWAY SEGMENT: NUMERICAL OVER THE NUMERICAL FROM/TO LOS LOS THRESHOLDS THRESHOLDS NUMERICAL PERCENT Bowness Rd. Story 15,400 2,775 18% Rd.lKissimmee Ave. Silver Star Rd. E. Crown 16,600 3,677 22% (State Road 438) PoinUBowness Rd. Report dated: 10/10/2005 Page 3 of 20 CITY OF OCOEE PLANNING DIVISION The following roadway segments are over 100% of capacity and will require closer monitoring: ROADWAY SEGMENT: NUMERICAL OVER THE NUMERICAL FROMITO LOS LOS THRESHOLDS THRESHOLDS NUMERICAL PERCENT Clarcona-Ocoee Rd. Fullers Cross/Adair 15,200 809 5% (Countv Road 439) Ocoee-Apopka Rd. Fullers 19,100 1,961 10% (Countv Road 437) Cross/McCormick Silver Star Rd. Bowness/Ocoee- 16,600 1,913 12% (State Road 438) Apopka Ocoee- 16,600 1,261 8% ADopka/Bluford The roadway segments are graphically depicted in Figure 1: The Infrastructure Deficiency Map for Roads is contained in Appendix A3. 7. THE IMPROVEMENTS TO BE MADE TO THE ROADWAY NETWORK IN THE CURRENT STUDY PERIOD BY ANY APPROVED PROJECTS PURSUANT TO PREVIOUS DEVELOPMENT ORDERS OR PERMITS AND THE IMPACT OF SUCH IMPROVEMENTS ON THE EXISTING CAPACITIES OR DEFICIENCIES. Developers made no improvements that would significantly impact the adopted roadway level of service standards. Each development project is evaluated during the development review process and improvements such as left turn lanes and access management are addressed to improve localized traffic operations. 8. THE IMPROVEMENTS TO BE MADE TO THE ROADWAY NETWORK IN THE CURRENT STUDY PERIOD 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. Florida Department of Transportation Improvem81ts None. Orange County Improvements None. City of Ocoee Improvements The City is cooperating jointly with Orange County to widen Old Winter Garden Road between Maguire Road and Hempel Avenue to 4 lanes. These improvements will also add left turn lanes, sidewalks, and traffic signals. Report dated: 10/10/2005 Page 4 of 20 CITY OF OCOEE PLANNING DIVISION SANITARY SEWER 1. THE DESIGN CAPACITY OF THE WASTEWATER TREATMENT FACILITY. The City of Ocoee has one wastewater treatment facility with a permitted treatment capacity of 3.0 million gallons per day (MGD). The current Florida Department of Environmental Protection (DEP) operation permit limits treatment capacity to the current effluent disposal capacity of 2.35 MGD. This is the current permitted effluent disposal capacity of the combined wastewater treatment plant site effluent ponds and the golf course. 2. 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 for the reporting period from June 1, 2004 through May 31, 2005 is 1.5936 MGD or 1,539,600 gallons per day. The minimum permitted sanitary sewer system effluert discharge capacity is 1.6 MGD. There are 6,519 sanitary sewer customers on record with the Utility Department, each with an existing LOS of 236 gallons per day (GPO) per ERU. 3. 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 (GPO) per ERU. 4. 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 initiated a reuse program and has implemented the program by constructing a distribution main along the Clarke Road corridor. The main currently provides service for the follow areas: PROPERTY NAME DATE IN SERVICE AVERAGE MONTHLY SERVICE 1 West Oaks Mall 1/2002 300,000 CambridQe VillaQe 2/2002 100,000 Villages of West Oaks 2/2002 115,000 Olympia PUD 1/2002 420,000 Walgreen's Druqs 70,000 Summerville 1/2002 500,000 Donato's Pizza 10/2002 73,000 Crown Bank 10/2002 135,000 Report dated: 10/10/2005 Page 5 of 20 CITY OF OCOEE PLANNING DIVISION Silver Crossinas 6/2002 550,000 Willows on the Lake 5/2002 171,000 Prairie Lakes 3, 4 & 5 1,063,000 Reminqton Oaks 175,000 Orchard Park 2/2003 60,000 Totals: 3,732,000 MGD 124,4000 GPD 1 . . The above data IS based on actual blllmg averages for an eight to twelve month penod. Future implementation of reuse service along the Clarke Road corridor shall include the following is the planned implementation of reuse: SUBDIVISION DWELLING MONTHLY ANTICIPATED UNITS RECLAIMED WA TER DATE USAGE (MGD) Waterside 178 0.074 Fall/2005 Silver Glen 252 0.104 Winter/2006 Reserve 185 0.077 Sprinq/2006 Reflections 198 0.082 Summer/2006 Totals: 337,000 GPD 5. THE CAPACITIES RESERVED FOR APPROVED, BUT UNBUIL T DEVELOPMENT. For concurrency purposes regarding sanitary sewer, the City of Ocoee defines approved but unbuilt development as those portions of a project that have not yet been built but which have sanitary sewer capacity reserved through a Department of Environmental Protection (DEP) permit. Currently, the City has 3,772 GPO or 14 ERUs that have been permitted/reserved and are still unused since the developments are not connected to the system. The reserved capacity is tracked by the City Finance Department (See Appendix B). The total demand on the sanitary sewer system in terms of ERUs is 6,533. The permitted system effluent discharge capacity of 1.6 MGD when added to the minimum daily reuse usage of 0.17 MGD produces a total net effluent and reuse capacity of 1.77 MGD. The existing LOS based on treatment capacity is 244 GPD/ERU and the remaining ERUs that can utilize the sanitary sewer system is 652. 6. THE IMPROVEMENTS TO BE MADE TO THE FACILITY IN THE CURRENT STUDY PERIOD BY ANY APPROVED PROJECTS PURSUANT TO PREVIOUS DEVELOPMENT ORDERS AND THE IMPACT OF SUCH IMPROVEMENTS ON THE EXISTING CAPACITIES OR DEFICIENCIES. (LINES, LIFT STATIONS ETC.) According to the Government Accounting Standards Board 34 Report compiled by the Engineering Department during the study period, the Goodman Center provided a lift station and force main on February 21, 2005. The impact of this improvement will generally enhance the capacity of the sanitary sewer system. In addition, the Ocoee Commons development project has dedicated a force main that will enhance operations in this general area. Report dated: 10/10/2005 Page 6 of 20 CITY OF OCOEE PLANNING DIVISION 7. THE IMPROVEMENTS TO BE MADE TO THE FACILITY IN THE CURRENT STUDY PERIOD BY THE CITY OF OCOEE AND THE IMPACTS OF SUCH IMPROVEMENTS ON THE EXISTING CAPACITIES OR DEFICIENCIES. The utility relocation and improvements to sewage lines in conjunction with the improvements to Old Winter Garden Road will enhance capacity and delivery of sanitary sewer services. Report dated: 10/1 0/2005 Page 7 of 20 CITY OF OCOEE PLANNING DIVISION POTABLE WATER 1. THE DESIGN CAPACITY OF THE POTABLE WATER TREATMENT FACILITIES. There are three water plants interconnected in the City of Ocoee. The pumping capacity permitted by FDEP is 11.77 Million Gallons per Day (MGD). 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 daily permitted withdrawal capacity is 4.1 MGD. 2. THE EXISTING LEVEL OF SERVICE MEASURED BY THE AVERAGE NUMBER OF GALLONS PER DAY PER UNIT BASED ON THE AVERAGE FLOWS EXPERIENCED. Based on City Records, the actual existing demand in average gallons used by day 4.13 MGD. The total ERUs in the system is 16,525, and equals the existing estimated ERUs of 16,500 added to the reserved and unconnected permitted capacity (tracked by the Finance Department, seeAppendix D) of 25 ERUs. When the SJRWMD permitted average daily capacity is divided by the total ERUs above it produces an existing level of service standard of 248 Gallons per Day per ERU. 3. THE EXISTING POTABLE WATER STORAGE CAPABILITIES OF THE WATER SYSTEM. The water storage capabilities are as follows: WATER PLANT GALLONS South 1,250,000 Forest Oaks 1,050,000 Jamela 1,000,000 Total: 3,300,000 4. 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 Ocoee Fire Department tests the existing system on a regular basis through gauging fire hyctants. 5. THE ADOPTED LEVEL OF SERVICE STANDARDS FOR THE POTABLE WATER FACILITIES. The LOS is 300 GPD/ERU as adopted in the City of Ocoee Comprehensive Plan. Report dated: 10/10/2005 Page 8 of 20 CITY OF OCOEE PLANNING DIVISION 6. THE EXISTING CAPACITIES OR DEFICIENCIES OF THE SYSTEM. The existing LOS of 248 GPD/ERU is 52 GPD/ERU below the adopted LOS standard of 300 GPD/ERU as outlined in the Comprehensive Plan. This translates into an additional capacity of 2,862 ERUs in the potable water system. 7. THE CAPACITIES RESERVED FOR APPROVED, BUT UNBUILT DEVELOPMENT. For concurrency purposes regarding potable water, the City of Ocoee defines approved but unbuilt developments as those portions of a project that have not yet been built but which have potable water capacity reserved through a DEP permit and are unconnected to tie system. The Finance Department tracks the projects (See Appendix C) that fall under this category and the number of potable water gallons that have been reserved and are still unused for each of those projects. According to the City's records, 7,419 gallons per day have been reserved and are still not used. This translates into 25 additional ERUs based on the adopted LOS standard of 300 GPD/ERU. 8. THE IMPROVEMENTS TO BE MADE TO THE FACILITIES IN THE CURRENT STUDY PERIOD 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 Government Accounting Standard Board 34 report compiled by the Engineering Department during the study period,the Ocoee Commons development project has dedicated an extended reuse line that will expand reuse capacity and operations in that general area. 9 . THE IMPROVEMENTS TO BE MADE IN THE CURRENT STUDY PERIOD BY THE CITY OF OCOEE AND THE IMPACT OF SUCH IMPROVEMENTS ON THE EXISTING CAPACITIES OR DEFICIENCIES. The City has made the following improvements to the potable water system: . The Maguire Road Reuse Water Pump Station will allow the City to purchase reuse water from CONSERV (a joint Orange County & City of Orlando reuse water program) to use in the southern portion of the City. The reuse water will substitute for potable water and allow the City to pump less potable water for irrigation purposes. This will reduce the potable water demand and allow the City to better comply with the St. Johns River Water Management District potable water requirements. . The relocation and improvements of water lines in conjunction with the Old Winter Garden Road improvements will enhance capacity, delivery, and fire flow. Additionally, the installation of a reuse line along this roadway will expand the reuse services in that area. Report dated: 10/10/2005 Page 9 of 20 CITY OF OCOEE PLANNING DIVISION SOLID WASTE 1. 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. Orange County has not placed a solid waste capacity on the City; therefore, the City will permit additional customers until notified otherwise by the County. The City's solid waste, both residential and commercial, is collected by a franchisee. This includes recycling and yard waste. 2. THE EXISTING LEVEL OF SERVICE MEASURED BY THE SOLID WASTER PER POUND PER PERSON 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 to two 96 gallon containers weekly for household waste, one recycling collection, and one yard waste pick up. Customers may have bulky items collected for an additional cost. The current adopted LOS for residential customers is 6.0 pounds per capita per day. Service is provided, as required by state statue, for the separation of Class 1 garbage from recyclables and yard waste. From June 1,2004, through May 31,2005, the City of Ocoee generated a total of 9,722 tons of Class 1 residential garbage that was disposed of at the Orange County landfill for the 9,350 residential households. This translates to 5.7 pounds per day per household, 1.91 pounds per person per day, based on 2.99 persons per household. Yard waste is contracted to a private collection firm. According to recent estimates, the average weekly yard waste per household is3.24 pounds, or 1.08 pounds per person per day. A total of 1,070 tons of residential recyclables were collected during this time period. This amounts to 4.4 pounds per household per week, or 0.21 pounds per person per day. The total of all solid waste collected (household garbage, recycling, and yard waste) is 3.2 pounds per person per day, which is 2.8 pounds per person per day below the adopted LOS standard. Report dated: 10/10/2005 Page 10 of 20 CITY OF OCOEE PLANNING DIVISION 3. THE PROJECTED CAPACITIES RESERVED FOR APPROVED, BUT UNBUIL T DEVELOPMENT. Since 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 C01currency. Report dated: 10/10/2005 Page 11 of 20 CITY OF OCOEE PLANNING DIVISION STORMWA TER DRAINAGE 1. THE EXISTING LEVEL OF SERVICE MEASURED BY STORM EVENT AS DETERMINED BY THE CITY OF OCOEE AND ITS CONSULTING ENGINEERS. The City's Land Development Code requires that each new development design and install a stormwa1er management system that serves the project. In addition to projects associated with new development, the City is continually funding major and minor stormwater management projects to improve stormwater conditions and water quality in the City. The Phase I Group I drainage improvement projects have been completed as reported previously. Several new projects aimed at reducing flooding and pollutant discharge have been funded entirely by the City or jointly with FDEP and CBDG. These projects are in various stages of completion and include Center Street 100- Year Retention Pond ($700,000), Center Street Collection System ($300,000), Pioneer Key Regional Stormwater Pond ($2,600,000). Other projects have been placed on the 5-year CIP program for design and implementation. 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 is a co-applicant with Orange County and other municipalities in west Orange County for the U.S. EPA National Pollutant Discharge Elimination System (NPDES) stormwater permit. The current permit is for the period August 2002 through July 2007. It includes requirements for pollutant monitoring and drainage system improvements. It is not clear what direction EPA will take regardng permit modifications 2. THE ADOPTED LEVEL OF SERVICE STANDARD FOR STORM DRAINAGE. The adopted Level of Service Standard for stormwater/drainage is the ability to contain a 25-year/24 hour storm event in basins with positive outfall, consistent with Chapter 17-25 of the Florida Administrative Code. In land- lock basins, a 1 OO-year event must be retained on site. 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. Report dated: 10/10/2005 Page 12 of 20 CITY OF OCOEE PLANNING DIVISION RECREATION 1 THE EXISTING ACREAGE OF PARK LAND. There are 218.2 acres of parkland in the City of Ocoee. The list of parks with acreage is included in Table A: Inventory of Park Lands in Appendix D. 2. 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. As of April 1, 2005, the Bureau of Economic and Business Research (BEBR/University of Florida) estimated the permanent residential population at 30, 597. The current parks and recreation facility acreage is 218.2, giving the City 7.14 acres per 1,000 residents. 3. THE EXISTING CAPACITIES OR DEFICIENCIES OF THE RECREATIONAL FACILITY SYSTEM. Recreation has capacity available since the existing LOS is 3.14 acres over the adopted LOS standard of 4 acres per 1,000 persons. 4. THE CAPACITIES RESERVED FOR APPROVED PROJECTS, BUT UN BUlL T DEVELOPEMENT. There is a total of 10.02 acres reserved based on a review of Final Certificates of Concurrency. 5. THE PROJECTED CAPACITIES OR DEFICIENCIES DUE TO APPROVED, BUT UNBUIL T DEVELOPMENT. In acres per 1,000 residents, the total of the Reserved Capacity of 0.01 added to the Existing Level of Service (LOS) 7.13 produces increases the Level of Service to 7.14 that is 3.14 than the adopted Level of Service Standard of 4. This 3.14 acre per 1,000 residents "surplus" over the adopted LOS standard translates into the ability of Ocoee to serve an additional 24,019 residents. Report dated: 10/10/2005 Page 13 of 20 CITY OF OCOEE PLANNING DIVISION 6. THE IMPROVEMENTS TO BE MADE TO THE RECREATION FACILITIES IN THE CURRENT STUDY PERIOD BY ANY APPROVED PROJECTS PURSUANT TO PREVIOUS DEVELOPMENT ORDERS AND THE IMPACT OF SUCH IMPROVEMENTS ON THE EXISTING CAPACITIES OR DEFICIENCIES. No park lands were added to the citywide park system by developers in the June 2004 May 2005 study period; however, residential subdivisions are still required by the Land Development Code to provide parkland and facilities to serve the residents of their subdivision. This parkland is not added to the citywide system since it is private property owned and maintained by the individual homeowners associations, but it does reduce the demand on certain public facilities. 7. THE IMPROVEMENTS TO BE MADE TO THE RECREATION FACILITIES IN THE CURRENT STUDY PERIOD BY THE CITY OF OCOEE AND THE IMPACT OF SUCH IMPROVEMENTS ON THE EXISTING CAPACITIES OR DEFICIENCIES. None Report dated: 10/1 0/2005 Page 14 of 20 CITY OF OCOEE PLANNING DIVISION ApPENDIX A-1 TABLE A FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY LEVEL OF SERVICE INDICATORS LEVEL OF GENERAL CHARACTERISTICS: SERVICE A Primarily free flow of traffic; vehicles operate almost completely unimpeded. B Reasonably free flow of traffic; vehicle moverrent is only slightly restricted. C Vehicle speed still at or near free flow; vehicle movement is noticeably restricted. 0 Speeds begin to decline slightly with increasing traffic; freedom to maneuver is noticeablv limited. 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I .~~s~~~ .. \~ -, ~ ""[Y 'iTf-t:-1-t a (G1-Si'V'I~~~~ -<: . l:lffij . . 40& ';:E~ '\t - ti-b.~ /~- '@1L I I] I -6~7-' I , . /' U _ Inlrastructure Deficiency: I' r-r-!~/ l _ Greater than 15% over \~ ----r / L the Numerclal Threshold ... Over the Numerical Threshold ~ but Less than or Equal to 15% ~' _ Joint Planning Area l_ "~ .- g~s~~~~ JPA . . -I: Unincorporated Orange County ~ Lake I Pond I \ 1 . " I ,-. We.st ~range Trail I I ~1 ~L ~~r~~~ay ~~_. -j ~ '1 6 state Road I' I 0 County Road ! ::J - ..., Q) CJ) r-+ ..., C (") r-+ C ..., CD o CD :::n Q. CD ::J (") '< s: Q) "'0 - o ..., ::0 o Q) c.. CJ) /' / I 'y'-Fc- , ----....-l Greater than 15% over the Numercial Threshold _ Rl>>dw..y Segment: FromtTo I Nu~cal ~ ";,~=I~C:I I Thresholds Numerlc..1 Pert:ent Bowness Rd. Slory Rd.OOssinvnee i 15,400 2,m 18'lL .. ~, Ave. I _.--'j'...., Silver StlIr Rd. (Slate E. Crown . I 16,600 _. Road .438) Polnt/Bowness Rd I er urne 0 qua '- Ro;utw;lIY Segment: FronVTo I Nln'Ieriul Ovft" the Numeric&l LOS LOS Thrll$holds Thresholds NUI1'IeriuI Perc:enl Fuller1i Cross/Adair 15,200 lD9 5'11. o !l ~ '" o o '" --,------, I '--~ .-1----...--"" / i I~ \ ~~"- I ---.-.' / \. . , ) , / , "- r I '''~I . f ( \ Fullers 19,100 1,961 '0" Cros&/?AcCoonick BawnesslOc:oee. 16,600 1,913 ".. A Oale~ 16,600 1,261 e.. ApopkalBlufon:l 3.fm 22" f t==- i , "r-:!-_ I-- " \ "\\ -----...:::.....-~.-. ,-...:---1- '-----. I I '-1 }_~J~ I C1arcona-Ocoee Rd. (CounIy Road 439) Ocoee-Apopka Rd. Count Road 43 Silver Slar Rd. (Slate Road4J8) .-......- - / ,,<' ~ (~ --~. ,/i"''v'' >,....~ -'----. CITY OF OCOEE PLANNING DIVISION ApPENDIX B Sanitary Sewer Capacity Table Subdivision GPD Contracted Remaining Lake Olympia Club 270 270 Lake Olympia Square 9,269 240 Ocoee Industrial Park # 1 313 313 Plantation Grove Comm. 540 59 Plantation Grove Comm. 16,505 810 Saturn of Ocoee 2,079 2,079 GPD Totals: 28,976.4 3,771.9 Report dated: 10/10/2005 Page 18 of 20 CITY OF OCOEE PLANNING DIVISION ApPENDIX C Potable Water Capacity Table Subdivision GPD: Contracted Remaining Hammocks 300 300 Hammocks 300 300 Hammocks 33,900 300 Lake Olympia Club 300 300 Lake Olympia Square 11,016 84 Ocoee Industrial Park # 1 5,400 2,400 Plantation Grove Comm. 600 66 Plantation Grove Comm. 18,339 900 Satu rn of Ocoee 2,610 2,610 Watson Plaza 2,493 159 GPD Totals: 75,258 7,41fj Report dated: 10/10/2005 Page 19 of 20 ApPENDIX D TABLE A: INVENTORY OF PARK LANDS PARK ACREAGE (+/-) Beech Recreational Complex 13 Central Park Complex 23 Forest Lake Golf Club 601 Forest Oaks Park 0.25 John ViQnetti Park 22 Municipal Park Complex 10 Palm Drive Park 1 Parkside/Coventrv Park 4 Russell Drive Park 3 Sorenson Junior/Senior 8 Leaoue Baseball Field Silver Glen Park 5 Freedom Park 14 Tioer Minor Park 5 Crown Point Park (a.k.a. 40 Coke Property) Total Acres: 218.25 1 This presumes 25 percent of the total 240 acre site benefits Ocoee residents (based on the usage of the golf course). Report dated: 10/10/2005 CITY OF OCOEE PLANNING DIVISION Page 20 of 20 " "TI cO' t: iD Exhibit "B" -. ~ \ 'n, f o . I I ~.~..--..--f I ...... I J ! .'\: /\ \-:- , Inch -3COJfMI 1,500 3,000 F... , , 11, . . ." . r....., . I .' . '.~ . ' . ~:._. / c:=I ,c---- ..' "~~ r' .' / ...I........~ - ~ ...... \,.../~lr ---f= -j -- ..../ ,I, ...J .. .'--~ULLERS~ ~FI 1;:\0 '~ ~ m m )> "'C "'C CD ::J 0- x' )> I W /TE . c; fF>' I --;.tn"'--' --0- 'i--::::ll~i~1 ~ : -~,' , if. I lLc:::::-::.; :. 'T"~':{I J L-.Jj~~~ _11 ~--rLl" (. I / I ' . - i) l ~-~ i f-Ll : I -- . J.. ...3."--' I " /1 / . /, llV i~Y- ! /f" d~l ,'" ,/' I '~'i - --r-::-~ I .;L~' r~!' 1-_=- Ol " .. l::l ! ::J - .., Q) W r-+ .., c n. c .., CD o CD :::::!'! (") CD' ::J (") '< s: Q) "'C 0' .., i _.J ~ I -'I ---,-\ Cs: ....-;;. ~ --~-~~-~ \ ;0 o Q) 0- W " Greater than 15,. over the Numerdal Threshold: _ Ro.ctw.Y S~ Frcm'To Numerical OWr the NlmfIl1ca1 LOS LOS Tlnshofds Thruholds NUfMrk:aJ Pereent 15,400 2.nS 18... _Rd, Story Rd.AOaslmme. Ave. E. Crnwn "",(1110."'" Rd o SegfMnt: From(To '" NlmWrIeiIl OVer the Ntme~ LOB LOS 11IreshoIds ThNshofds NurMrtca8 Percent 15,200 llO9 5'11. , j T~,-_ : L--- 18,600 . , '. -.T\'o' SIYef Star Rd. (State 1 II ~ad= Roltdway '--., / l --) -t,:.. I ../ -::C\ I . ',. 'J i-- ,._~ :r:l-~ __, \_1, -, / V .' " "\" --'...." .' ~>.~::<.:~~ ~..- ~tm ".. , > L_ ...........- oj. o ~ '" ~ ~ 7 I Fullefw; em_Adair C1arcone-Ocoee Rd. (County Road 439) Ocoee-Apopk. Rd. Road 43 Slw:r star Rd. (SIaI1t RNd 438) r- , : I 19,100 1,"'" 11)'. Fullena ~Id< BownesslOcoee. "" <koee- Apopka/BlUtord 1,913 12" 18,600 1,261 ... 18,600