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Table 3. Assumptions for Nitrate Loading Calculation, No Development <br /> Variable Value Units Description <br /> Q 0 gpd Effluent flow rate (no development) <br /> Nw N/A mg/L-N Effluent stream concentration <br /> A 183.02 acres Site area, Parcel 1 (Plate 16) <br /> A 135.09 acres Site area, Parcel 2 (Plate 17) <br /> Nb 0.3 mg/L-N Concentration of rain <br /> d 0.35 constant Denitrification factor <br /> R 4.04 inches per year Recharge rate of rainfall <br /> W 0.0 inches per year Uniform waste water loading (calculated), both parcels <br /> The following table presents a summary of the assumptions for the nitrate loading <br /> calculations for the Site assuming two future houses per parcel, as presented in <br /> Plates 18 and 19. No construction is planned. <br /> Table 4. Assumptions for Nitrate Loading Calculation, <br /> Theoretical Future Houses <br /> Variable Value Units Description <br /> Q X500 gpd Effluent flow rate (theoretical future housesp <br /> Nw 35 mg/L-N Effluent stream concentration <br /> A 183.02 acres Site area, Parcel 1 (Plate 18) <br /> A 135.09 acres Site area, Parcel 2 (Plate 19) <br /> Nb 0.3 mg/L-N Concentration of rain <br /> d 0.35 constant Denitrification factor <br /> R 4.04 inches per year Recharge rate of rainfall <br /> W 0.0 inches per year Uniform waste water loading (calculated), both parcels <br /> LOGE 20-08 Page 12 <br />