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• <br /> n <br /> • <br /> • <br /> 5. Proposed Developments <br /> e Um ScenerjQ,g_ <br /> a . Scotswood <br /> o 410 single family units. . . 184,500/123,000 GPD <br /> o 216 multifamily units (2 bedrms <br /> per unit) 64,800 GPD <br /> o ESTIMATED USE 249,300/187,800 GPO <br /> b . Wi ldwaod Section Iv <br /> 0 28.80 acres, R-4 Izoning <br /> o Assume 24.48 acres developed <br /> o TOTAL: 88 units 44,100/29,400 GPO <br /> TOTAL ESTIMATED USE <br /> 293,400/217,200 GPO <br /> WATER TREATMENT PLANT: <br /> o REMAINING CAPACITY <br /> o % OF PLANT CAPACITY USED 787,600/931 ,4%0 GPO <br /> 74% / 69% <br /> WASTEWATER TREATMENT PLANT: <br /> o REMAINING CAPACITY 387,600/531 ,600 <br /> o % OF PLANT CAPACITY USED 81% GPD <br /> B1% / 73% • <br /> (e) Assu a 150 gallons per day (GPO) per bedroom . <br /> (b) High scenario— 3 bedrooms per seen rio— 2 bedrooms per dwelliinglunit . Floth unit ; medium <br /> were used, unless a site plan specified the number <br /> bedrooms per unit . Assumed 2 bedrooms <br /> (c) Subtracted out 15% for roads . Per mobile home . <br /> (d) "Sewer System Fesibitity Stud y for <br /> Areer. E C Maguire, Inc . May g Central Orange Study <br /> (a) Subt acted out 5 mobile homes forwhich buildin <br /> have been issued. 9 permits <br /> (f) Assumed 150 GPD of wastewater (per bedroom) is treated. <br /> (g) These figures do not account for groundwater <br /> infiltration into the sewer tines . <br /> (h) The figures do not reflect the amount of wastewater <br /> treatment capacity earmarked for the Eflend area . The <br /> initial capacity set aside for the Eflend area will be <br /> 55,000 GPD, and will eventually be expanded to 325 ,00D <br /> GPD . <br />