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Nov 19SI BOOK <br />Existing Demand Total Available Positive <br />Roadway Existing Vested Segment Segment Project Concurrency <br />Segment Volume Volume Demand capacity Demand Determination <br />6 <br />2830 <br />310 <br />• 0 <br />310 <br />320 <br />12 <br />2840 <br />297, <br />2 <br />299 <br />1461 <br />24 <br />2850 <br />297 <br />2 <br />299 <br />1461 <br />5 <br />2860 <br />265 <br />5 <br />270 <br />1490 <br />12 <br />2870 <br />265 <br />18 <br />283 <br />1477 <br />12 <br />2905 <br />135 <br />1 <br />136 <br />494 <br />18 <br />2910 <br />225 <br />2 <br />227 <br />403 <br />- - 3 <br />2915 <br />360 <br />0 <br />360 <br />270 <br />6 <br />2920 <br />454 <br />0 <br />454 <br />176 <br />9 <br />2925 <br />454 <br />1 <br />455 <br />375 <br />24 <br />2930 <br />373 <br />1 <br />374 <br />456 <br />12 <br />2940 <br />283 <br />9 <br />292 <br />338 <br />8 <br />2945 <br />166 <br />1 <br />167 <br />463 <br />18 <br />2950 <br />166 <br />1 <br />167 <br />463 <br />24 <br />3005 <br />144 <br />9 <br />153 <br />477 <br />8 <br />3010 <br />144 <br />6 <br />150 <br />480 <br />8 <br />3015 <br />144 <br />6 <br />150 <br />480 <br />24 <br />3020 <br />144 <br />21 <br />165 <br />465 <br />3025 <br />400 <br />20 <br />420 <br />410 <br />15 <br />3030 <br />414 <br />29 <br />443 <br />387 <br />48 <br />3035 <br />414 <br />9 <br />423 <br />207 <br />3040 <br />414 <br />9 <br />423 <br />207 <br />3045 <br />202 <br />8 <br />210 <br />420 <br />3050 <br />175 <br />6 <br />.-181 <br />449 <br />3055 <br />189 <br />0 <br />189 <br />441 <br />3120 <br />180 <br />4 <br />184 <br />446 <br />3130 <br />180 <br />1 <br />181 <br />449 <br />3140 <br />180 <br />2 <br />182 <br />448 <br />3150 <br />126 <br />0 <br />126 <br />504 <br />3160 <br />126 <br />0 <br />126 <br />504 <br />3170 <br />139 <br />0 <br />139 <br />491 <br />.,.4220 <br />153. <br />4 <br />157 <br />473 <br />4230 <br />153 <br />2 <br />155 <br />475 <br />4240 <br />153 <br />2 <br />155 <br />475 <br />4250 - <br />153 <br />4 <br />157 <br />473 <br />a - -4320 <br />130 <br />0 <br />130 <br />500 <br />h s ? <br />4330 <br />130 <br />1 <br />131 <br />499 <br />4340 <br />256 <br />13 <br />269 <br />361 <br />4350 <br />256 <br />44 <br />300 <br />330 <br />4420 <br />117 <br />9 <br />126 <br />504 <br />4430 <br />117 <br />31 <br />148 <br />482 <br />4440 <br />184 <br />38 <br />222 <br />408 <br />- :•4450 <br />184 <br />39 <br />223 <br />407 <br />-- <br />4460 <br />700 <br />0 <br />700 <br />180 <br />- <br />4720 <br />117 <br />0 <br />117 <br />513 <br />4730 <br />117 <br />2 <br />119 <br />511 <br />4740 <br />117 <br />4 <br />121 <br />509 <br />4750 <br />117 <br />8 <br />125 <br />505 <br />4830 <br />99 <br />9 <br />108 <br />522 <br />4840 <br />193 <br />2 <br />195 <br />435 <br />,4850 <br />342 <br />0 <br />342 <br />488 <br />4860 <br />342 <br />4 <br />346 <br />484 <br />4870 <br />351 <br />3 <br />354 <br />476 <br />' <br />4930 <br />103 <br />7 <br />110 <br />520 <br />4940 <br />216 <br />5 <br />221 <br />409 <br />4950 <br />315' <br />8 <br />323 <br />307 <br />4960 <br />315 <br />6 <br />321 <br />309 <br />4970 <br />450 <br />1 <br />451 <br />179 <br />-Water <br />6 <br />Y <br />Y <br />7 <br />Y <br />12 <br />Y <br />P <br />17 <br />Y <br />- <br />24 <br />Y <br />3 <br />Y <br />5 <br />Y <br />Y- <br />7 <br />Y <br />12 <br />Y <br />Y <br />12 <br />Y <br />12 <br />Y <br />Y <br />24 <br />Y <br />18 <br />Y <br />Y <br />12 <br />Y <br />- - 3 <br />Y <br />5 <br />Y <br />6 <br />Y <br />8 <br />Y <br />9 <br />Y <br />2* <br />Y <br />24 <br />Y <br />12 <br />Y <br />12 <br />Y <br />8 <br />Y <br />8 <br />Y <br />- <br />12 <br />Y <br />18 <br />Y <br />24 <br />Y <br />24 <br />Y <br />t "� <br />8 <br />Y <br />6 <br />Y <br />8 <br />Y <br />12 <br />Y <br />24 <br />Y <br />24 <br />Y <br />7 P <br />�4 w <br />12 <br />y <br />15 <br />y <br />5 kt <br />24 <br />Y,rG <br />48 <br />Y <br />24 <br />Y <br />24 <br />24 <br />48 <br />290 <br />6. <br />12 _ <br />18 <br />24 <br />12 <br />24 <br />24 <br />36 <br />36 <br />12 <br />24 <br />36 <br />36 <br />36 <br />Y��': <br />Y <br />Y <br />P <br />Y <br />r� <br />t <br />Y <br />Y <br />Y- <br />Y <br />Y <br />Y <br />Y <br />Y <br />Y <br />Y <br />Y <br />Y <br />Y <br />The site is located within the North County Water Service Area. <br />Since the North County Water Plant has not been built yet, this <br />area is served by the South Couiiu -Water Giant. A review of t,av <br />water capacity in that plant indicates a remaining capacity of <br />approximately 4 million gallons per day. With the most intense use <br />under the proposed land use designation, the subject property will <br />_ have a consumption rate of 116.96 Equivalent Residential Units <br />(ERUs), or 29,240 gallons per day. This is based upon the level of <br />service standard of 250 gallons per ERU per day. Since no ERUs <br />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 at the time of development or to expand county water <br />32 <br />