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SUMMIT ENGINEERING, INC. <br /> Consulting Civil Engineers <br /> July 23, 2001 <br /> Project No. 2001015 <br /> Page B.12 <br /> DESIGN FLOWS <br /> PHASE 2— 100,000 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 /> k <br /> r <br /> k Estimated production (harvest) = 100,000 tons/year <br /> Wine generation rate = 190 gal wine/ton <br /> 4 PW generation rate (harvest) — 1.0 gal PW/gal wine' <br /> PW flow (harvest) = 100,000 tons x 190 gal wine/ton x 1.0 gal PW/gal wine <br /> — 19 Mga! PW <br /> Estimated Gallons of Wine Produced = 18,000,000 gal winez <br /> Other bulk out = 51000,000 gal wine <br /> Total bulk = 18,000,000 gal wine + 5,000,000 gal wine <br /> = 23 Mgal wine <br /> PW Generation Rate (non harvest) = 0.8 gal PW/gal wine <br /> PW flow (non harvest) = 23 Mgal wine x 0.8 gal PW/gal wine <br /> _ �.4 Maal PW <br /> Use 37.4 Mal <br /> Average Day Flow <br /> 37,400,000 gal PW/365 days = 102,466 gpd PW <br /> Use 102,500 g <br /> 1.0 gal PW/gal wine generation rate reduced from Phase 1 rate of 1.05 is based on an expected <br /> reduction due to economy of scale. <br /> From SHW letter dated 1/23/01 <br />