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Wastewater Treatment System -Ole FALL CREEK <br /> Engineering Report SO ENGINEERING,INC. <br /> nitrogen in the wetland was assumed to be 12.5 mg/L. The maximum daily surface-loading rate <br /> was therefore calculated as: <br /> 1,660ga! * 12.5mg * 3.785L * /b <br /> _ L _ Q*Cc _ d L gal 4.536*105mg = 0.351bs/ac/day <br /> Aa 0.5acres <br /> Each field will again have approximately one day of rest between each day of water application, <br /> therefore the average daily surface-loading rate is approximately 0.17 lbs/ac-day. This means <br /> that the yearly loading rate is approximately 63 lbs/ac-yr. This is well below the target of 150 <br /> lbs/ac-yr. The nitrogen loading will still be less than the target even if the nitrogen concentration <br /> reduction is less than 50% or if the influent concentration is greater than 25 mg/L. <br /> it <br /> .. <br /> .. <br /> .. <br /> v <br /> `r <br /> v <br /> JESSIE'S GROVE WINERY MAY 2002 <br /> 22 <br />