Laserfiche WebLink
SUMMIT ENGINEERING, INC. <br /> Consulting Civil Engineers <br /> July 23, 2001 <br /> Project No. 2001015 <br /> Page B.7 <br /> SUTTER HOME LODI WINERY <br /> Lodi, San Joaquin County, California <br /> PROCESS WASTEWATER MANAGEMENT SYSTEM <br /> DESIGN CRITERIA <br /> DESIGN FLOWS <br /> PHASE 1— 50,000 TONS <br /> Based on typical flow data from wineries of similar size and characteristics and corresponding calculated <br /> PW generation rates, projected flows are calculated as follows: <br /> Annual Volume <br /> Estimated production (harvest) — 50,000 tons/year <br /> Wine generation rate — 190 gal wine/ton' <br /> PW generation rate (harvest) = 1.05 gal PW/gal wine' <br /> PW flow (harvest) = 50,000 tons x 190 gal wine/ton x 1.05 gal PW/gal wine <br /> = 1D Mgal PW <br /> Estimated Gallons of Wine Produced = 9,000,000 gal winez <br /> Other bulk out = 5,000,000 gal wine <br /> Total bulk = 9,000,000 gal wine + 5,000,000 gal wine <br /> F — 14 Mgal wine <br /> a <br /> PW Generation Rate (non harvest) = 0.8 gal PW/gal winez <br /> 3 PW flow (non harvest) — 14 Mgal wine x 0.8 gal PW/gal wine <br />- = 11.2 Mgal PW <br /> Use 21.2 Mgal <br /> Average Day Flow <br /> 21,200,000 gal PW/365 days = 58,082 gpd PW <br /> Use 58.100 and PW <br /> 1 The historical data for the Main St. facility in St. Helena indicates a PW generation rate of 200 gal <br /> PW/tan. <br /> z. From SHW letter dated 1/23/01 <br />