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Nitrate Loading Calculations: <br /> Variable Value Units Description <br /> Q 980.0 gallons per day Effluent flow rate from report <br /> Nw 35 mg/L-N Effluent stream concentration from report <br /> A 1.5 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 3.38 inches per year Recharge rate of rainfall from report(evapotranspiration method) <br /> W 8.9 inches per year Uniform waste water loading for site calculation result <br /> Nc 16.8 mg/L-N RESULT: Long-term average concentration of percolating effluent <br /> Find Variable(W) <br /> (W) in = (Q) gel x 1 ft' x 365 day(s) x 1 acre x 12 in x 1 site <br /> yr day 7.48 gal 1 year 43,560 ft2 1 ft (A)acre(s) <br /> 8.9 in/yr(site)=980 gal/day x(1 cu-ft/7.48 gals)x(365 days/1 year)x(1 acre 143,560 sq-ft)x(12 in/1 ft)x(1 site/1.48 acres) <br /> Hantzsche-Fennemore Equation(Nc): <br /> Ne.= WNW(1-d)+M <br /> W+R <br /> 16.76 mg/L-N=((8.9 in/yr x 35 mg/L-N x(1-0.35))+(3.38 in/yr x 1 mg/L-N))/(8.9 in/yr+3.38 in/yr) <br /> Assumptions: <br /> 1. Total nitrogen concentration of influent waste stream is 35 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 3.38 in/yr. <br /> 4. Background nitrate-N concentration of rainfall is 1 mg/L-N. <br /> Nitrate Loading Calculation Plate No.: 14 <br /> Project No: 1911 <br /> Alamilla Property <br /> LIVE OAK 4035 W.Stoneridge Dr. Date: April 10,2019 <br /> GEO ENVIRONMENTAL INC. Tracy,CA <br />