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M <br />Existing <br />Demand <br />Total <br />Available <br />Positive <br />Roadway Existing <br />Vested <br />Segment <br />Segment <br />Project Concurrency <br />segment Volume <br />Volume <br />Demand <br />Capacity <br />Demand Determination <br />2220 <br />81 <br />9 <br />90 <br />740 <br />4 <br />Y <br />2250 <br />400 <br />5 <br />405 <br />425 <br />2 <br />Y <br />2260 <br />527 <br />29 <br />556 <br />274 <br />1 <br />Y <br />2305 <br />180 <br />17 <br />197 <br />433 <br />1 <br />Y <br />2310 <br />427 <br />15 <br />442 <br />388 <br />3 <br />Y <br />2315 <br />432 <br />0 <br />432 <br />398 <br />3 <br />Y <br />;`2320 <br />504 <br />1 <br />505 <br />325 <br />3 <br />Y <br />Y <br />2325 <br />441 <br />17 <br />458 <br />372 <br />2 <br />2330 <br />441 <br />17 <br />458 <br />372 <br />2 <br />Y <br />2335 <br />139 <br />20 <br />159 <br />671 <br />1 <br />Y <br />2530 <br />162 <br />3 <br />165 <br />465 <br />1 <br />Y <br />2540 <br />_ <br />162 <br />8 <br />170 <br />460 <br />3 <br />Y <br />2550 265 19 284 346 2 Y <br />2560 265 32 297 533 1. Y <br />2570 ;360 41 401 429 1 Y <br />2580 ; " ` .` 414 37 451 379 1 Y <br />.s Mk 2920 -: 454 0 454 176 5 Y <br />2925 454 1 455 375 4 Y " <br />„ 930 373 1 374 456 3 Y <br />2935 373 9 382 448 2 Y <br />2940 283 9 292 338 1 Y ' <br />3005 144 9 153 477 27 Y <br />:'3010 144 6 150 480 20 Y <br />3015 144 6 150 480 15 Y <br />3020 144 21 165 465 10 Y f <br />3025 400 20 ` 420 410 5 Y <br />3030 414 29 443 387 3 Y . <br />3035 414 9 423 207 2 Y <br />;3040 414 9 423 207 1 Y- <br />4830 99 9 108 522 5 Y: <br />4840 `193 2 195 435 3 Y <br />4850 342 0 342 488 2 y <br />4860 ''342 4 346 484 2 Y , <br />a rY351 354 4764870 ' <br />=198 " ` 0 198 632 1 Y z . ; <br />4930 103 7 110 520 10 Y,. <br />;..4940 k. 216 5 - 221 409 5 Y <br />i 4950 SF 315 - 8 323 307 3 Y e r- <br />4960 ` 315 6 321 309 2 Y ry. <br />4970 ^ `` 450 1 451 179 2 Y r3 <br />d . <br />a r <br />' Water" <br />_ . 4.t, t <br />Since .this application involves expansion of the urban service y <br />area, subsequent development of the site would involve water <br />service from the county system. Based upon the most intense use <br />allowed under the proposed land use designation, development of the S F <br />property will have a consumption rate of 40 Equivalent Residential <br />Units (ERUs), or 10,000 gallons per day. This is based upon the <br />level of service of 250 gallons per ERU per day. If the subject <br />property were.. included in the urban service area, county water <br />service would be available to the site from the South County Water <br />Plant. A review of the South County Water Plant capacity indicates <br />the availability of more than 4,000,000 gallons per day. Since no <br />ERUs have been reserved as of the present time, the applicant has <br />entered into a developer's agreement with the county which states <br />that the developer agrees 'to pay his impact fees and connect to the <br />county system if capacity is available at the time of site <br />development or to expand county water facilities or pay for the <br />erpa:tsio:: if c-Yacity is net available at the time of site <br />development. With these conditions, the utility concurrency test <br />will be met for the subject request. <br />-Wastewater <br />Since this application involves <br />area, subsequent development of <br />service from the county system. <br />allowed under the proposed land u <br />property will have a wastewater <br />expansion of the urban service <br />the site would involve wastewater <br />Based upon the most intense use <br />se designation, development of the <br />generation rate of 40 Equivalent <br />69 <br />� <br />PUOf� LA f't.Ut t.eJ <br />