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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />TABLE-IO <br />GENERAL ZONE DATA <br /> <br />A <br /> <br />STATIC HYDRAULIC GRADIENT (ft) ELEVATIONS SERVED <br /> (TANK FULL) (ft) <br /> 8180 7800-8040 <br /> 8340 7920-8235 <br /> 8440 8060-8420 <br /> ** <br /> N/A 8400-8780 <br /> <br />ZONE <br /> <br />B <br /> <br />C <br /> <br />* <br />D <br /> <br />* Zone D is currently undeveloped ~ith no water appurtenances located within it. <br />** Not applicable. <br /> <br /> TABLE:-11 <br /> DEMAND RATE:S PER ZONE <br /> * ** <br /> EQUIVALENT TAPS AVJ;;RAGE DAY DEMAND PEAK HOURLY DEMAND <br />ZONE (gpm) (gpm) <br /> PRESENT FUTURE PRESENT FUTURE PRESENT FUTURE <br />A 37 72 7.2 14.0 36.0 70.0 <br />B 136 255 26.4 49.6 132.0 247.9 <br />C 38 99 7.4 19.3 36.9 96.3 <br />D 0 122 0.0 23.7 0.0 118.6 <br /> <br />* Average day demand 1S based on 3.5 persons per equivalent tap and 80 GPCD. <br /> <br /> <br />** Peak hourly demand is 5 times the average daily demand. <br /> <br />-45- <br />