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following tables presents summaries of the assumptions for the nitrate loading <br />calculations for each parcel of the Site, as presented in Plates 15 through 18. <br />Table 4. Assumptions for Nitrate Loading Calculations, Parcel A <br />Variable Value Units Description <br />Q (no new <br />development) 200 gpd Effluent flow rate <br />Q (two homes) 500 gpd Effluent flow rate <br />Nw 35 mg/L-N Effluent stream concentration <br />A 5.0 acres Site area <br />Nb 0.17 mg/L-N Concentration of rain <br />0.35 constant Denitrification factor <br />2.25 inches per year Recharge rate of rainfall <br />W (no new <br />development) 0.5 inches per year Uniform waste water loading (calculated) <br />W (two homes) 1.3 inches per year Uniform waste water loading (calculated) <br />Table 5. Assumptions for Nitrate Loading Calculations, Parcel B <br />Variable Value Units Description <br />Q (no development) 0 gpd Effluent flow rate <br />Q (two homes) 500 gpd Effluent flow rate <br />Nw 35 mg/L-N Effluent stream concentration <br />A 42.32 acres Site area <br />Nb 0.17 mg/L-N Concentration of rain <br />0.35 constant Denitrification factor <br />2.25 inches per year Recharge rate of rainfall <br />W (no development) 0.0 inches per year Uniform waste water loading (calculated) <br />W (two homes) 0.2 inches per year Uniform waste water loading (calculated) <br />LOGE 2121 Page 13