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' 05 November 2014 <br /> AGE Project No. 14-3119 <br /> Page 15 of 17 <br /> ' Nb = Background nitrate-nitrogen concentration of rainfall recharge, from wastewater <br /> influences. <br /> ' RESIDENTIAL CALCULATIONS: Nr = I x Nw (1-d)+ R x Nb = (I+R) <br /> ' Assumptions: <br /> I = 131,400 gallons = 17,566 "cubic feet wastewater - [(2.68 acres x 43,560 feet2) = 12 <br /> inches] = 0.0125 inches/year i, . <br /> NW= 34.425 mg/L-N <br /> ' d = 20 percent denitrification h i <br /> R = 13 inches/year <br /> tNb = 0.1 milligram per liter <br /> Nr = [0.0125 inches/year x 34.425 mg/L-N (1-0.20)] + (13 inches/year x 0.1 milligram <br /> per liter) + (0.0125 inches/year + 13 inches/year) - <br /> Nr = 1.64 + 13.0125 = 0.126 <br /> Nr = 0.126 ppm nitrogen(NO3_N)� <br /> COMMUNITY CHURCH CALCULATIONS: <br /> ' 4-Laboratory/Restroom Mass Loading - Assumptions: <br /> I = 52,122 gallons = 6,968 bic feet wastewater = [(2.68 acres x 43,560 feetZ) = 12 <br /> inches] = 0.716 inches/year <br /> (� NW = 45.25 mg/L-N <br /> d = 20 percent denitrification <br /> R = 13 inches/year <br /> ' Nb = 0.1 milligram per liter <br /> Nr = [0.716 inches/year x 45.25 mg/L-N (1-0.20)] + (13 inches/year x 0.1 milligram per <br /> ' liter) - (0.7,,16 inches/year + 13 inches/year) <br /> Nr = 196 = 13.716 = 1.44 <br /> Nr = 1.44 ppm nitrogen (NO3 N) 1 coq <br /> ' of Restaurant/Kitchen Mass Loading - Assumptions: <br /> I = 102,960 gallons = 13,764 cubic feet wastewater = [(2.68 acres x 43,560 feet2) = 12 <br /> ' inches] = 1.41 inches/year <br /> NW = 34.425 mg/L-N <br /> d = 20 percent denitrification <br /> ' R = 13 inches/year <br /> Nb = 0.1 milligram per liter <br /> ' Nr = [1.41 inches/year x 34.425 mg/L-N (1-0.20)] + (13 inches/year x 0.1 milligram per <br /> liter) _ (1.41 inches/year +,13 inches/year) <br /> Nr = 40.13 + 14.41 = 2.78 Nr = 2.78 ppm nitrogen (NO3_N) <br /> 2 <br /> ' 1 2�, Advanced GeoEnvironmcntal,Inc. <br />