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PROCESS WASTEWATER DESIGN FLOWS <br /> E <br /> SUMMIT ENGINEERING,INC. SUTTER HOME PROJECT NO 2001015 <br /> Consulting Civil Engineers Design Criteria BY: AM <br /> Phase 2 - 100,000 TONS CHK: GD <br /> DESIGN CRITERIA-PHASE 2- 100,000 TONS <br /> Annual harvest 100,000 ton/year <br /> Wine Generation Rate 190 gal wine/ton <br /> PW Generation Rate 1.00 gal PW/gal wine <br /> Harvest flow 19,000,000 gal PW/year <br /> Non harvest flow I8,400,000 gal PW/year <br /> Total Anuua! flow(Not including SD) 37,400,000 gal PW/year <br /> Average daily PW flow 102,466 gal PW/day <br /> Peak harvest monthly flow 8,136,368 gal PW/month <br /> Avg day harvest peak month 262,470 gal PW/day <br /> Maximum daily crush rate 6,000 tons/day <br /> Maximum daily PW flow 1,140,000 gal PW/day <br /> Total SF undiverted harvest 700,000 sf <br /> Total SF undiverted non harvest 240,000 sf <br /> Pond 1 &2 volume 8.714 Mgal <br /> Pond 3 vol.ame 8.021 Mgal <br /> Total Pond Volume 16.736 Mgal <br /> Pond 1 & HRT 33.2 days <br /> Pond 3 HRT 30.6 days <br /> Total HRT 63.8 days <br /> F <br /> M <br /> 4 <br /> Page 1 of 8 <br />