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MAS 1994 BOOK 91 PAGE 88'7 <br />Existing Demand Total Available Positive <br />Roadway Existing Vested segment segment Project Concurrency <br />Segment Volume Volume Demand Capacity Demand Determination <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, 397, 000 square feet on the subject <br />property will have a water consumption rate of 419 Equivalent <br />Residential Units (ERU), or 104,750 gallons/day. This is based <br />upon a level of service- standard of 250 gallons/ERU/day. Water <br />lines extend to the site from the South County Reverse Osmosis <br />Plant which currently has a remaining capacity of approximately <br />2,400,000 gallons/day and therefore can accommodate the potable <br />water demand associated with the proposed amendment. <br />- Wastewater <br />Based upon the most intense use allowed under the proposed <br />amendment, development of the. property will have a wastewater <br />generation rate of approximately 419 Equivalent Residential Units <br />(ERU), or 104,750 gallons/day. This is based upon the level of <br />service standard of 250 gallons/ERU/day. The site is serviced by <br />the West County Wastewater Treatment Plant which currently has a <br />remaining capacity of more than 400,000 gallons/day and can <br />accommodate the additional wastewater generated by the proposed <br />amendment. <br />- Solid Waste <br />Solid waste service includes pick-up by private operators and <br />disposal at the county landfill. For a 1,397,000 square foot <br />commercial development on the subject site, solid waste generation <br />will be approximately 13,970 waste generation units (WGU) or 41,386 <br />cubic yards of solid waste/year. A WGU is a waste generation unit <br />measurement equivalent to 2.9625 cubic yards of waste/year. <br />While WGU's are units of measurement which can be applied to either <br />commercial or residential uses, WGU's must be considered in terms <br />of residential units in order to correspond to the county's solid <br />waste level of service standards. According to the county's solid <br />waste regulations, each residential unit generates 1.6 WGU/unit. <br />With the county's adopted level of service standard of 2.37 cubic <br />yards/person/year and the county's average of two persons/unit, <br />each WGU is equivalent to 1.25 people (2/1.6 = 1.25) and 2.9625 <br />40 <br />