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Nitrate Loading Calculations: <br /> Variable Value Units Description <br /> Q 31.9 gallons per day Effluent flow rate from report <br /> Nw 85 mg/L-N Effluent stream concentration from report <br /> A 18 acres Site area from report <br /> Nb 1.00 mg/L-N Concentration of rain water from report <br /> d 0.35 constant Denitrification factor from report <br /> R 8.16 inches per year Recharge rate of percolating waters from report(evapotranspiration method) <br /> W 0.0 inches per year Uniform waste water loading for site calculation result <br /> Nc 1.2 mg/L-N RESULT. Long-term average concentration of percolating effluent <br /> Find Variable(lM: <br /> (W) in = (Q) gal x 1 ft3 x 365365 days) x 1 acre x 12 in x 1 site <br /> yr day 7.48 gal 1 year 43,560 ftz 1 ft (A)acre(s) <br /> 0.02 in/yr(site)=32 gal/day x(1 cu-ft/7.48 gals)x(365 days/1 year)x(1 acre/43,560 sq-ft)x(12 in/1 ft)x(1 site/18 acres) <br /> Hantzsche-Fennemore Equation(Nc): <br /> No= WNN(1-d)+RN, <br /> W+R <br /> 1.16 mg/L-N=((0.02 in/yr x 85 mg/L-N x(1-0.35))+(8.16 in/yr x 1mg/L-N))/(0.02 in/yr+8.16 in/yr) <br /> Assumptions: <br /> 1. Total nitrogen concentration of influent waste stream is 85 mg/L-N. If different influent concentrations exist,use weighted average <br /> 2. Fraction of nitrate-N loss due to denitrification in the soil is 35%. <br /> 3. Estimated deep percolation of rainfall is 8.16 in/yr. <br /> 4. Background nitrate-N concentration of rainfall is 1 mg/L-N. <br /> 'j Nitrate Loading Calculation Plate No.: 17 <br /> Project No: 1913 <br /> Busalacchi Winery <br /> LIVE OAK 15467 E.Kettleman Ln. Date: April 26,2019 <br /> GEO ENVIRONMENTAL INC. Lodi,CA <br />