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Existing Demand Total Available Positive <br />Roadway Ex st ng Vested Segment Segment Project Concurrency <br />Segment Volume Volume Demand Capacity Demand Determination <br />1915 <br />906 <br />248 <br />1154 <br />526 <br />85 <br />Y <br />1920 <br />1012 <br />168 <br />1180 <br />580 <br />315 <br />Y <br />1925 <br />1012 <br />206 <br />1218 <br />542 <br />1584 <br />N <br />1930 <br />1040 <br />513 <br />1553 <br />1097 <br />599 <br />Y <br />1935 <br />612 <br />306 <br />918 <br />1732 <br />470 <br />Y <br />1940 <br />878 <br />235 <br />1113 <br />1487 <br />341 <br />Y <br />1945 <br />747 <br />219 <br />966 <br />672 <br />297 <br />Y <br />1950 <br />747 <br />178 <br />.925 <br />713 <br />252 <br />Y <br />1955 <br />747 <br />746 <br />1493 <br />745 <br />243 <br />Y <br />1960 <br />509 <br />88 <br />597 <br />1041 <br />93 <br />Y <br />1965 <br />846 <br />122 <br />968 <br />792 <br />43 <br />Y <br />2020 <br />144 <br />108 <br />252 <br />578 <br />116 <br />Y <br />2030 <br />443- <br />84 <br />527 <br />303 <br />88 <br />Y <br />2040 <br />447 <br />60 <br />507 <br />293 <br />59 <br />Y <br />2050 <br />851 <br />80 <br />931 <br />39 <br />46 - <br />N <br />2220 <br />96 <br />26 <br />122 <br />708 <br />25 <br />Y <br />2335 <br />228 <br />77 <br />305 <br />525 <br />15 <br />Y <br />2460 <br />369 <br />22 <br />391 <br />439 <br />66 <br />Y <br />2470 <br />369 <br />30 <br />399 <br />431 <br />97 <br />Y <br />2480 <br />369 <br />15 <br />384 <br />446 <br />15 <br />Y <br />2860 <br />200 <br />20 <br />220 <br />1540 <br />23 <br />Y <br />2920 <br />477 <br />18 <br />495 <br />135 <br />53 <br />Y <br />2925 <br />662 <br />23 <br />685 <br />145 <br />68 <br />Y <br />2930 <br />662 <br />45 <br />707 <br />123 <br />99 <br />Y <br />3005 <br />186 <br />13 <br />199 <br />431 <br />46 <br />Y <br />3010 <br />186 <br />25 <br />211 <br />419 <br />100 <br />Y <br />3015 <br />186 <br />33 <br />219 <br />411 <br />159 <br />Y <br />3020 <br />186 <br />48 <br />234 <br />396 <br />184 <br />Y <br />3025 <br />474 <br />221 <br />695 <br />135 <br />300 <br />N <br />3030 <br />523 <br />117 <br />640 <br />190 <br />195 <br />N <br />3035 <br />435 <br />24 <br />459 <br />171 <br />82 <br />Y <br />3040 <br />332 <br />21 <br />353 <br />277 <br />71 <br />Y <br />3055 <br />266 <br />32 <br />298 <br />332 <br />71 <br />Y <br />3120 <br />201 <br />5 <br />206 <br />424 <br />68 <br />Y <br />3130 <br />177 <br />7 <br />184 <br />446 <br />136 <br />Y <br />3140 <br />177 <br />7 <br />184 <br />446 <br />87- <br />Y <br />3150 <br />168 <br />5 <br />173 <br />457 <br />67 <br />Y <br />3160 <br />168 <br />2 <br />170 <br />460 <br />57 <br />Y <br />3170 <br />201 <br />14 <br />215 <br />415 <br />49 <br />Y <br />3330 <br />227 <br />31 <br />258 <br />372 <br />29 <br />Y <br />3340 <br />65 <br />12 <br />77 <br />553 <br />28 <br />Y <br />4230 <br />134 <br />11 <br />145 <br />485 <br />23 <br />Y <br />4330 <br />263 <br />15 <br />278 <br />352 <br />59 <br />Y <br />4430 <br />152 <br />42 <br />194 <br />436 <br />54 <br />Y <br />4720 <br />147 <br />6 <br />153 <br />477 <br />136 <br />Y <br />4730 <br />-147 <br />50 <br />197 <br />433 <br />15 <br />Y <br />4830 <br />95 <br />52 <br />147 <br />483 <br />57 <br />Y <br />4930 <br />117 <br />27 <br />144 <br />486 <br />59 <br />Y <br />Water <br />A retail commercial use of 1,517,175 square feet on the subject <br />property will -have a water consumption rate of 455 Equivalent <br />Residential Units (ERU), or 113,750 gallons/day. This is based <br />upon a level of service standard of 250 gallons/ERUTday. Water <br />lines extend to the site from the South County Reverse Osmosis <br />Plant which currently has a remaining capacity of approximately <br />21400,000 gallons/day and therefore can accommodate the potable <br />water demand associated with the proposed amendment. <br />- Wastewater <br />Based upon the proposed 1,517,175 square feet of retail commercial, <br />development of the property will have a wastewater generation rate <br />of approximately 4.55 Equivalent Residential Units (ERU), or 113,750 <br />gallons/day. This is based upon the level of service standard of <br />250 gallons/ERU/day. The site is serviced by the West County <br />Wastewater Treatment Plant which currently has a remaining capacity <br />of more than 400,000 gallons/day and can accommodate the additional <br />wastewater generated by the proposed amendment. <br />29 <br />July 19, 1994 <br />e <br />