Laserfiche WebLink
Nitrate Mass Balance Calculation <br />Morada Produce (APN 105-040-22) - Septic Systems 1, 2, and 3 (Standard) <br />500 N. Jack Tone, Stockton, San Joaquin County, California <br />Terracon Project No. NA217014 <br />Data Input: <br />Effluent Quantity (Q): 1,299 gals/day <br />Effluent Stream (Nw): 85.00 mg/L-N <br />Site Area (A): 64.13 Acres <br />Concentration Rain (Nb): 1.00 mg/L-N <br />Denitrification (d): 30.0% <br />Deep Perc. of Rain (R): 7.79 in/yr <br />Result: <br />Mass Balance (NO: 3.0 mg/L-N <br />MCL Drinking Water Nitrate as N: 10.0 mg/L-N <br />Percent of MCL Nitrate as N 30% <br />Waste Loading (W): 0.27 in/yr <br />Equations: <br />Find (W) <br />(W) in = (Q) x 1 ft3 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 <br />0.27 in/yr (site) =1,299 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 / 64.13 acres) <br />Nc = INN (1-d)+RNh <br />1/11-+R Hantzsche-Fennemore Equation (Nc) <br /> <br />2.98 mg/L-N = ((0.27 in/yr x 85 mg/L-N x (1-0.3))+(7.79 in/yr x 1mg/L-N))/(0.27 in/yr +7.79 in/yr) <br />Variables: <br />Nc = Average nitrate-N concentration (mg/I) of combined effluent and rainfall percolate (2.98 mg/L-N). <br />W = Uniform waste water loading for study area (in/yr) (0.27 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 (30%). <br />R = Uniform deep percolation of rainfall (7.79 in/yr). <br />Nb = Background nitrate-N concentration of rainfall (1 mg/L-N). <br />Assumptions: <br />Total nitrogen concentration of waste stream based on estimate of 85 mg/L-N. <br />Fraction of nitrate-N loss due to denitrification in the soil is assumed to be 30%. <br />Estimated deep percolation of rainfall is 7.79 in/yr, see deep percolation of rain worksheet. <br />Assume background nitrate-N concentration of rainfall is 1 mg/L-N. <br />lierracon