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ti. <br /> Warren D. (Doug) Noteware <br /> Registered Civil Engineer No. 8714 <br /> 1615 Sheridan Way, Stockton, CA 95207 <br /> Phone: 209/477-2321 Fax: 209/477-2359 <br /> dougnoteware@comcast.net <br /> Q�pFESSIp�%q <br /> C7 Q T` <br /> May 2, 2012 <br /> CALCULATION SHEET 0V <br /> WASTEWATER DISPOSAL SYSTEM <br /> for <br /> EAGAL LAKES PHASE ONE <br /> (These calculations are for only Phase One of a possible two-phased project. <br /> They are based upon San Joaquin County's "Onsite Wastewater Disposal <br /> Standards" adopted October, 2003) <br /> Design Criteria: <br /> 50 members and guests <br /> Maximum useage: 15 gallons per day per person. <br /> Planned operation: Seven months each year, from April through October. <br /> Average Daily Flow (adf) <br /> 50 users @ 15 gal/day = 750 gpd <br /> Septic Tank Capacity <br /> Use Basic Tank Capacity (btc) = 1200 gal. <br /> 1200 gallons plus adf = 1200 + 750 = 1950 gallons <br /> Use 2000 gallon minimum tank capacity <br /> Leach Lines <br /> Soil is sandy loam, so Soil Factor (sf) = 0.200 <br /> Total length required is sf(adf + btc). _ .2(750 + 1200) = 390 ft. <br /> Use four 100' leach lines and provide a 100% set-aside area <br />