Laserfiche WebLink
Nitrate Loading Calculations: <br /> Variable Value Units Description <br /> Q 0 gallons per day Effluent flow rate from report <br /> Nw 35 mg/L-N Effluent stream concentration from report <br /> A 189.02 acres Site area from report <br /> Nb 0.3 mg/L-N Concentration of rain water from report <br /> d 0.35 constant Denitrification factor from report <br /> R 4.04 inches per year Recharge rate of rainfall from report(evapotranspiration method) <br /> W 0.0 inches per year Uniform wastewater loading for site calculation result <br /> Nc 0.3 mg/L-N RESULT. Long-term average concentration of percolating effluent <br /> Find Variable(W): <br /> (W) in = (Q) gal x 11 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 /> 0 in/yr(site)=0 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/189.02 acres) <br /> Hantzsche-Fennemore Equation(Nc): <br /> N�= WN,(1-d)+RN,. <br /> W+R <br /> 0.3 mg/L-N=((0 in/yr x 35 mg/L-N x(1-0.35))+(4.04 in/yr x 0.3mg4--N))/(0 in/yr+4.04 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 4.04 in/yr. <br /> 4. Background nitrate-N concentration of rainfall is 0.3 mg/L-N. <br /> Nitrate Loading Calculation, Plate No.: 16 <br /> Parcel 1 (No Development) <br /> Project No: 1950 <br /> Mussi Property <br /> L I V E OA K 6565 W.Howard Rd. Date: March 16,2020 <br /> GEO ENVIRONMENTAL INC. Stockton,CA <br />