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Ludt <br />Road <br />From <br />To <br />Segment <br />Capacity <br />LOS •D, <br />Existing Demand <br />Total <br />Segment <br />Demand <br />Available <br />Segment <br />Capacity <br />project <br />Demand <br />Positive <br />Concuffency <br />Dem_ <br />mination <br />Existing Vested <br />Volume Volume <br />303ON <br />580 Ave <br />S.R. 60 <br />41• St <br />1,890 <br />461 405 <br />866 <br />1,024 <br />4 <br />y <br />30305 <br />5P Ave <br />S.R. 60 <br />41• St <br />1,890 <br />495 413 <br />908 <br />982 <br />3 <br />y <br />3310S <br />82- Ave <br />Oslo Rd <br />4`" St <br />820 <br />84 27 <br />11 I <br />709 <br />9 <br />Y <br />3320S <br />82' Ave <br />4i° St <br />Ir St <br />760 <br />100 49 <br />149 <br />611 <br />9 <br />y <br />3330S <br />W Ave <br />121, st <br />S.R. 60 <br />760 <br />238 107 <br />345 <br />415 <br />7 <br />y <br />4830E <br />8° st <br />SO* Ave <br />43i4 Ave <br />880 <br />141 49 <br />190 <br />690 <br />1 <br />j y <br />483OW <br />8° St <br />58° Ave <br />431 Ave <br />880 <br />122 105 <br />227 <br />653 <br />3 <br />y <br />494OW <br />r St <br />43id Ave <br />2T" Ave <br />880 <br />262 48 <br />310 <br />570 <br />6 <br />y <br />495OW <br />P St <br />2r Ave <br />20° Ave <br />880 <br />373 66 <br />439 <br />441 <br />5 <br />Y <br />4930E <br />411 St <br />58m Ave <br />43"' Ave <br />880 <br />127 98 <br />225 <br />655 <br />2 <br />y <br />493OW <br />4" St <br />58 ° Ave <br />43"' Ave <br />880 <br />135 83 <br />218 <br />662 <br />4 <br />y <br />494OW <br />41° St <br />43" Ave <br />2r Ave <br />880 <br />221 33 <br />254 <br />626 <br />6 <br />y <br />495OW <br />4'" St <br />27° Ave <br />20m Ave <br />880 <br />313 69 <br />382 <br />498 <br />1 <br />Y <br />Water <br />With the proposed Comprehensive Plan amendment, the subject property could accommodate 150 <br />single-family residential units, resulting in water consumption at a rate of 150 Equivalent Residential <br />Units (ERU), or 37,500 gallons/day. This is based upon a level of service of 250 gallons/ERU/day. <br />Development on the subject property would be served by the South County Reverse Osmosis Plant, <br />which currently has a remaining capacity of approximately 1,901,915 gallons/day and can <br />accommodate the additional demand generated by the proposed Comprehensive Plan amendment. <br />Wastewater <br />Based upon the most intense use allowed under the proposed Comprehensive Plan amendment, <br />development of the property will have a wastewater generation rate of approximately 150 Equivalent <br />Residential Units (ERU), or 37,500 gallons/day. This is based upon the level -of -service standard <br />of 250 gallons/ERU/day. County wastewater service is available to the site from the West Regional <br />Wastewater Treatment Plant, which currently has a remaining capacity of 158,925 gallons/day and <br />can accommodate the additional wastewater generated by the subject request. <br />Solid Waste <br />Solid waste service includes pick-up by private operators and disposal at the county landfill. The <br />county's adopted level of service standard for landfill capacity is 2.37 cubic yards/person/ year. With <br />the county's average of approximately 2.3 persons/unit, a residential development of 150 units would <br />be anticipated to house approximately 345 people (2.3 X 150). For the subject request to meet the <br />county's adopted level of service standard of 2.37 cubic yards/person/year, the landfill must have <br />enough capacity to accommodate approximately 818 (345 X 2.37) cubic yards/year. <br />A review of the solid waste capacity for the active segment of the county landfill indicates the <br />availability of 841,785 cubic yards. The active segment of the landfill has a two year capacity, and <br />the landfill has expansion capacity beyond 2010. Based on the analysis, staff determined that the <br />county landfill can accommodate the additional solid waste generated by the site under the proposed <br />land use designation. <br />Drainage <br />All developments are reviewed for compliance with county stormwater regulations which require <br />on-site retention, preservation of floodplain storage and minimum finished floor elevations. In <br />addition, development proposals must meet the discharge requirements of the county Stormwater <br />Management Ordinance. Since the site is located within the M-1 Drainage Basin and the Indian <br />River Farms Water Control District (IRFWCD), development on the property will be prohibited <br />from discharging any runoff in excess of two inches in a twenty-four hour period, which is the <br />approved IRFWCD discharge rate. <br />In this case, the minimum floor elevation level -of -service standard applies, since a portion of the <br />property lies within a floodplain. Consistent with Drainage Policy 1.2, "all new buildings shall have <br />the lowest habitable floor elevation no lower than six inches above the elevation of the 100 -year <br />flood elevation as shown on the Federal Emergency Management Agency's Flood Insurance Rate <br />Map, or as defined in a more detailed study report." Since part of the subject property lies within <br />Flood Zone AE, which is a special flood hazard area located within the 100 -year floodplain, any <br />development on that portion of the property must have a minimum finished floor elevation of no less <br />than 22.5 feet above mean sea level. <br />NOVEMBER 4, 1997 55 <br />BOOK 103 PAGE 511 <br />