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M M M <br />Segment <br />Roadway Capacity <br />Segment Road From TO LOS "D" <br />3055 <br />58th <br />Ave. <br />69th <br />St. <br />C.R. <br />510 <br />630 <br />3170 <br />66th <br />Ave. <br />69th <br />St. <br />C.R. <br />510 <br />630 <br />3710 <br />69th <br />St. <br />82nd <br />Ave. <br />66th <br />Ave. <br />630 <br />3720 <br />69th <br />St. <br />66th <br />Ave. <br />58th <br />Ave. <br />630 <br />3730 <br />69th <br />St. <br />58th <br />Ave. <br />O. Dixie Hwy. <br />630 <br />3740 <br />69th <br />St. <br />Old Dixie Hwy. <br />U.S. <br />#1 <br />630 <br />Existing Demand Total Available Positive <br />Roadway Existing Vested Segment Segment Project Concurrency <br />Segment Volume Volume Demand Capacity Demand Determination <br />1080 <br />320 <br />5 <br />325 <br />952 <br />1 Y <br />1090 <br />275 <br />11 <br />286 <br />1046 <br />2 Y <br />1210 <br />1030 <br />40 <br />1070 <br />2420 <br />4 Y <br />1220 <br />1030 <br />5 <br />1035 <br />2495 <br />4 Y <br />1385 <br />779 <br />9 <br />788 <br />1853 <br />8 Y <br />1390 <br />813 <br />64 <br />879 <br />1485 <br />16 Y <br />1395 <br />950 <br />42 <br />992 <br />1374 <br />30 Y <br />1400 <br />945 <br />18 <br />963 <br />1334 <br />50 Y <br />1405 <br />887 <br />13; <br />900 <br />1396 <br />100 Y <br />1410 <br />887 <br />7 <br />894 <br />1419 <br />50 Y <br />1510 <br />202 <br />0 <br />202 <br />628 <br />6 Y <br />1520 <br />202 <br />0 <br />202 <br />428 <br />14 Y <br />1610 <br />207 <br />2 <br />209 <br />419 <br />31 Y <br />1620 <br />342 <br />3 <br />345 <br />282 <br />71 Y <br />1720 <br />310 <br />10 <br />320 <br />305 <br />18 Y <br />1730 <br />288 <br />2 <br />290 <br />338 <br />8 Y <br />1740 <br />355 <br />2 <br />357 <br />271 <br />21 Y <br />1750 <br />418 <br />4 <br />422 <br />206 <br />58 Y <br />1810 <br />162 <br />21 <br />183 <br />443 <br />4 Y <br />1820 <br />162 <br />29 <br />191 <br />438 <br />2 Y <br />1830 <br />360 <br />30 <br />390 <br />238 <br />4 Y <br />1840 <br />346 <br />28 <br />374 <br />253 <br />3 Y <br />2365 <br />76 <br />0 <br />76 <br />554 <br />2 Y <br />3055 <br />189 <br />0 <br />189 <br />441 <br />2 Y <br />3170 <br />139 <br />0 <br />139 <br />491 <br />2 Y <br />3710 <br />40 <br />0 <br />40 <br />590 <br />1 Y <br />3720 <br />40 <br />0 <br />40 <br />590 <br />1 Y <br />3730 <br />40 <br />0 <br />40 <br />590 <br />3 Y <br />3740 <br />40 <br />3 <br />43 <br />587 <br />2 Y <br />- Water <br />A retail commercial use of 80,000 square feet on the subject <br />property will have a water consumption rate of 16.5 Equivalent <br />Residential Units (ERUs), or 4,125 gallons per day. This is based <br />upon the"level of service of 250 gallons per ERU per day. County <br />water is not currently available for the site; however, the <br />existing Riverwalk Shopping Center utilizes an on-site water <br />treatment plant which has a design capacity of 60,000 gallons per <br />day and a remaining capacity of over 30,000 gallons per day to <br />serve the subject property. The applicant has entered into a <br />developer's agreement which states that the applicant agrees to <br />connect ,.to the county water system when the service becomes <br />available. With the execution of the developer's agreement, the <br />potable water concurrency test has been satisfied for the subject <br />request. <br />- Wastewater <br />Wastewater service is available to the subject property from the <br />North County Wastewater Plant. Based upon the site development <br />parameters referenced above, wastewater generation for the site <br />after development consistent with the proposed amendment will be <br />approximately 16.5 Equivalent Residential Units (ERUs), or 4,125 <br />gallons per day. This is based upon the county's adopted level of <br />21 <br />PUUK 8E't UE SDI <br />