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Nitrate Loading Calculations: <br /> Variable Value Units Description <br /> Q 350.0 gallons per day Effluent flow rate from report <br /> Nw 35.0 mg/L-N Effluent stream concentration from report <br /> A 1.55 acres Site area from report <br /> Nb 0.30 mg/L-N Concentration of rain water from report <br /> d 0.35 constant Denitrification factor from report <br /> R 3.00 inches per year Recharge rate of rainfall from report(evapotranspiration method) <br /> W 3.0 inches per year Uniform waste water loading for site calculation result <br /> Nc 11.6 mg/L-N RESULT: Long-term average concentration of percolating effluent <br /> Find Variable(IM: <br /> (W) in = (Q) gal x 1 W x 365 day(s) 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 /> 3.04 in/yr(site)=350 gal/day x(1 cu-ft/7.48 gals)x(365 days/1 year)x(1 acre/43,560 sq-(t)x(12 in/1(t)x(1 site/1.55 acres) <br /> Hantzsche-Fennemore Equation(Nc): <br /> N�= WN,,,(1-d)+RNe <br /> W+R <br /> 11.59 mgrL-N=((3.04 in/yr x 35 mg/L-N x(1-0.35))+(3 in/yr x 0.3mg/L-N))/(3.04 in/yr+3 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 in/yr. <br /> 4. Background nitrate-N concentration of rainfall is 0.3 mg/L-N. <br /> Nitrate Loading Calculation Plate No.: 13 <br /> (6-Bedroom House) Project No.: 20-21 <br /> Rosas Property <br /> LIVE OAK 1739 W.Piper PI. Date: ,lune 2,2020 <br /> GEO ENVIRONMENTAL INC. Tracy,CA <br />