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Roadway Seament Existing Existing Volume Demand Vested volume Total Segment De Ana Available Segment Capacity Project Demand Positive Concurrency Determination 1915E 925 534 1459 431 12 -y 1920E 1120 771 1891 1219 19 y 1920W 1294 711 2065 1105 17 y 1925E 1170 1377 2547 293 9 y 1925W 1288 1335 2633 217 19 y 1930W 1209 1427 2636 204 10 y 3025N 510 616 1126 764 9 y 312ON 214 76 290 470 38 y 31205 169 77 339 514 21 y 313ON 196 143 305 891 9 y 31303 162 143 305 925 16 y 3330N 171 56 227 533 6 y 3340N 48 39 87 513 25 y 33405 44 40 84 516 25 y 4720E 26 143 169 711 4 y 4720W 19 143 162 718 10 y - Water With the proposed zoning, the subject property could accommodate 242 residential units, resulting in water consumption at a rate of 242 Equivalent Residential Units (ERU), or 60,500 gallons/day. This is based upon a level of service of 250 gallons/ERU/day. The subject property is presently served by the South County Reverse Osmosis Plant which currently has a remaining capacity of approximately 2,000,000 gallons/day and can accommodate the additional demand generated by the proposed amendment. When the North County Reverse Osmosis Plant is complete, it will serve the subject property. This plant will have a capacity of approximately 2,000,000 gallons/day and will be able to accommodate the additional demand generated by the subject request. - Wastewater Based upon the most intense use allowed under the proposed zoning, development of the property will have a wastewater generation rate of approximately 242 Equivalent Residential Units (ERU), or 60,500 gallons/day. This is based upon the level of service standard of 250 gallons/ERU/day. County wastewater lines extend to the site from the West Regional Wastewater Treatment Plant, which currently has a remaining capacity of more than 200,000 gallons/day and can accommodate the additional wastewater generated by the subject request. - Solid Waste Solid waste service includes pick-up by private operators and disposal at the county landfill. __ The county's adopted level of service standard for landfill capacity is 2.37 cubic yards/person/ year. With the county's average -of approximately 2.3 persons/unit, a 242 unit residential development would be anticipated to house approximately 557 people (2.3 X 242). For the subject request to meet the county's adopted level of service standard of 2.37 cubic yards/person/year, the landfill must have enough capacity to accommodate approximately 1,320 (557 X 2.37) cubic yards/year. A review of the solid waste capacity for the active segment of the county landfill indicates the availability of more than 850,000 cubic yards. The active segment of the landfill has a 2 year capacity, and the landfill has expansion capacity beyond 2010. Based on the analysis, staff determined that the county landfill can accommodate the additional solid waste generated by the site under the proposed zoning district. - Drainage All developments are reviewed for compliance with county stormwater regulations which require on-site retention, preservation of floodplain storage and minimum finished floor elevations. In addition, development proposals must meet the discharge requirements of the county Stormwater Management Ordinance. Since the site is located within the M-1 Drainage Basin and the Indian River Farms Water Control District (IRFWCD), development on the property will be prohibited from discharging any runoff in excess of two inches in a twenty-four hour period, which is the approved IRFWCD discharge rate. In this case, the minimum floor elevation level of service standards do not apply, since the property does not lie within a floodplain. However, both the on-site retention and discharge standards apply. With the most intense use of this site under the proposed amendment, the maximum area of impervious surface would be MARCH 189 1997 75 BOOK 100 PAA48