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Nitrate Loading Calculations: <br /> Variable Value Units Description <br /> Q 700 gallons per day Effluent flow rate from report <br /> Nw 35 mg/L-N Effluent stream concentration from report <br /> A 1.49 acres Site area from report <br /> Nb 1.00 mg/L-N Concentration of rain water from report <br /> d 0.25 constant Denitrification factor from report <br /> R 12.9 inches per year Deep percolation of rain water from report <br /> W 6.32 inches per year Uniform waste water loading for site calculation result <br /> Nc 9.3 mg/L-N RESULT. Long-term average concentration of percolating effluent <br /> Find Variable(lM: <br /> (W) in = (Q) gal x 1 ft3 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 /> 6.32 in/yr(site)=700 gaUday x(1 cu-ft/7.48 gals)x(365 days/1 year)x(1 acre/43,560 sq-ft)x(12 in l 1 ft)x(1 site/1.49 acres) <br /> Hantzsche-Fennemore Equation(Nc): <br /> N�= WN.(1-d)+RN, <br /> W+R <br /> 9.3 mg/L-N=((6.32 in/yr x 35 mg/L-N x(1-0.25))+(12.9 in/yr x 1mg/L-N))1(6.32 in/yr+12.9 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 25%. <br /> 3. Estimated deep percolation of rainfall is 12.9 in/yr. <br /> 4. Background nitrate-N concentration of rainfall is 1 mg/L-N. <br /> Nitrate Loading Calculation Plate No.: 10 <br /> 4WJhamat Property Project No: 1847 <br /> LIVE OAK 5310 Las Positas Cir. Date: December 27,2018 <br /> GEO ENVIRONMENTAL INC. Stockton,CA <br />