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Wastewater Treatment System *awl FALL CREEK <br /> Engineering Report ENGINEERING,INC. <br /> Average Rainfall Year(928 Ton Crush) High Rainfall Year(928 Ton Crush) <br /> 5,000 ----.__- ■Stormt+ater 9.000 ................ ... .........I m Stormwater <br /> 4,500 - a Process WW 8,000 <br /> 9 <br /> 4,000 - - - Q 7,000 <br /> Z 3,500 — ::' 6,000 <br /> a 3,000 -- 0 5,000 -- --- <br /> 2,500 - <br /> 2,000 d 4,000 <br /> E°- I S 3.000 - <br /> E ],Soo — E <br /> �j 1,000 U 2,000 - <br /> Soo - 1,000 - <br /> � n Feb Mar A r May Jun Jul Aug Se Oct Nov Dec Jan Feb Mar Apr May Jun Jul AugAu¢ Sep Oct Nov Dec IP Y P <br /> - Month Month <br /> 1111" Figure 2.2. Jessie's Winery Monthly Combined Flows— 10-Year Plan <br /> %r <br /> `, 2.3. Daily Organic Load <br /> A calculation was performed to determine the daily organic load in the wastewater based on an <br /> assumed peak organic load, BOD concentration of 5,000 mg/L, and average daily process water <br /> flows during September, the peak month of crush. The peak load was estimated as follows: <br /> Current: 1,660 gpd x 5,000 mg/L of BODS x 8.34E-6 = 69 lbs BODS/day <br /> %W 10 Year: 3,940 gpd x 5,000 mg/L of BODS x 8.34E-6 = 164 lbs BODS/day <br /> .t. <br /> .. <br /> taw <br /> .. <br /> .. <br /> ]ESSIE'S GROVE WINERY MAY 2002 <br /> 7 <br />