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II. <br /> <br />lII. <br /> <br /> IV. <br /> <br />~'~i!L Ot CtAikNi5 <br /> <br /> [NTRODUCT]UN AND SCOPe_ <br /> <br />A. History of the East Amador Valley lrunk Sewer <br />B. Purpose o~ this Capacity Study <br />C. Study Area <br /> <br /> Oligirlal Sewer' Ei~ti~ld,ent Criteria <br /> <br />E, Current or Projected Sewage Flow Requirement Criteria <br /> Maximum Pipe Capacity <br /> <br />G. F1ow Compar'~son Criteria <br /> <br />ANALYSIS <br /> <br />A. Original Entitlement Flows <br /> <br /> Existing/'runk Capacity <br /> <br />B. HBP Projected Flows Plus Other Areas at Or'~ginal Entitlement <br /> vs. Existing Trunk Capacity <br /> <br /> Current or Projected Flow at Full Bu~lllout (for total Study Area) <br /> vs. Existing ['runk Capacity <br /> <br /> CONCLUSION <br /> <br /> RECOMMENDAT I tiNS <br /> <br />A, ~ast of Santa Rit. a Road <br /> <br /> 1, New l~ne along Arr-oyo Mocho <br /> <br />B, West of Santa Rita Road <br /> <br /> l. New Stoneridge !jne - Bypass at Exist iriS East Areadot Trunk - <br /> <br /> Full Bui ldont <br /> <br /> 2. New Stoner~dge I_lue to Itopyard Road -- New Pressure [.h~e to <br /> Pump Station - New Pump Station 0 SPRR & Arroyo Mocho - Full <br /> Bui ldout <br /> <br /> <br />