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Nitrate Loading Calculations: <br />Variable <br />Value <br />Units <br />Description <br />Q <br />117.2 <br />gallons per day <br />Effluent flow rate from report <br />Nw <br />85.0 <br />mg/L-N <br />Effluent stream concentration from report <br />A <br />4.81 <br />acres <br />Site area from report <br />Nb <br />0.136 <br />mg/L-N <br />Concentration of rain water from report <br />d <br />0.25 <br />constant <br />Denitrification factor from report <br />R <br />5.74 <br />inches per year <br />Recharge rate of rainfall from report (evapotranspiration method) <br />W <br />0.3 <br />inches per year <br />Uniform waste water loading for site calculation result <br />Nc <br />3.6 <br />mg/L-N <br />RESULT: Long-term average concentration of percolating effluent <br />Find Variable NO: <br />(W) in = (Q) gal x 1 f 33 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 />0.33 in/yr (site) = 117 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 14.81 acres) <br />Hantzsche-Fennemore Equation (NO: <br />N,= WN,,,,(1-d)+RN, <br />W+R <br />3.57 mg/L-N = ((0.33 in/yr x 85 mg/L-N x (1 - 0.25)) + (5.74 in/yr x 0.136mg/L-N)) / (0.33 in/yr + 5.74 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 25%. <br />3. Estimated deep percolation of rainfall is 5.74 in/yr. <br />4. Background nitrate -N concentration of rainfall is 0.136 mg/L-N. <br />Nitrate Loading Calculation Plate No.: 14 <br />Project No: 2236 <br />- - Judge Property <br />LIVE OAK 3505 E. Eight Mile Rd. Date: August 16, 2022 <br />GEO ENVIRONMENTAL INC. Lodi, CA <br />