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PROCESS WASTEWATER DESIGN FLOWS <br /> SUMMIT ENGINEERING,INC. SUTTER HOME PROJECT NO 2001015 <br /> Consulting Civil Engineers Design Criteria BY: AM <br /> Phase l -50,000 TONS CHK: GD <br /> DESIGN CRITERIA-PHASE I -50,000-TONS. <br /> Annual harvest 50,000 ton/year <br /> Wine Generation Rate 190 gal wine/ton <br /> PW Generation Rate 1.05 gal PW/gal wine <br /> Harvest flow 9,975,000 gal PW/year <br /> Non harvest flow 11,200,000 gal PW/year <br /> Total Anuual flow(Not including SD) 21,175,000 gal PW/year <br /> Average daily PW flow 58,014 gal PW/day <br /> Peak harvest monthly flow 4,221,898 gal PW/month <br /> Avg day harvest peals month 136,190 gal PW/day <br /> Maximum daily crush rate 3,000 tons/day <br /> Maximum daily PW flow 570,000 gal PW/day <br /> Total SF undiverted harvest 300,000 sf <br /> Total SF undiverted non harvest 240,000 sf <br /> Pond 1 volume 4.357 Mgal <br /> Pond 2 volume 4.357 Mgal <br /> Total Pond Volume 8.714 Mgal <br /> Pond 1 HRT 32.0 days <br /> Pond 2 HRT_ 32.0 days <br /> Total HRT 64.0 da s T <br /> Page 1 of 7 <br />