Laserfiche WebLink
Nitrate Mass Balance Calculation <br />Cherokee Memorial Park, Vineyard Chapel Addition (APN: 061-030-71) <br />Existing Land Use (Septic Systems #1 to #7) <br />Terracon Project No. NA207102 <br />Data Input: <br />Effluent Quantity (Q):1,316 gals/day <br />Effluent Stream (Nw):85.00 mg/L-N <br />Site Area (A):51.18 Acres <br />Concentration Rain (N b):1.00 mg/L-N <br />Denitrification (d):20.0% <br />Deep Perc. of Rain (R):7.54 in/yr <br />Result: <br />Mass Balance (Nc):3.9 mg/L-N <br />MCL Drinking Water Nitrate as N:10.0 mg/L-N <br />Percent of MCL Nitrate as N 39% <br />Waste Loading (W):0.35 in/yr <br />Equations: <br />Find (W) <br />0.35 in/yr (site) =1,316 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 / 51.18 acres) <br />Hantzsche-Fennemore Equation (Nc) <br />3.94 mg/L-N = ((0.35 in/yr x 85 mg/L-N x (1-0.2))+(7.54 in/yr x 1mg/L-N))/(0.35 in/yr +7.54 in/yr ) <br />Variables: <br />Nc = Average nitrate-N concentration (mg/l) of combined effluent and rainfall percolate (3.94 mg/L-N). <br />W = Uniform waste water loading for study area (in/yr) (0.35 inches/year). <br />Nw = Total nitrate-N concentration of waste water percolate (85 mg/L-N). <br />d = Fraction of nitrate-N loss due to denitrification in the soil (20%). <br />R = Uniform deep percolation of rainfall (7.54 in/yr). <br />Nb = Background nitrate-N concentration of rainfall (1 mg/L-N). <br />Assumptions: <br />1. Total nitrogen concentration of waste stream based on estimate of 85 mg/L-N. <br />2. Fraction of nitrate-N loss due to denitrification in the soil is assumed to be 20%. <br />3. Estimated deep percolation of rainfall is 7.54 in/yr, see deep percolation of rain worksheet. <br />4. Assume background nitrate-N concentration of rainfall is 1 mg/L-N. <br />Nc = WNw(1-d)+RNbW+R <br />(W) in = (Q) gal x 1 ft <br />3 x 365 day x 1 acre x 12 in x 1 <br />yr day 7.48 gal 1 year 43,560 ft2 1 ft (A) acre