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Table 5. Assumptions for Nitrate Loading Calculation, Parcel 2 <br />Variable <br />Value <br />Units <br />Description <br />Q <br />300 <br />gpd <br />Effluent flow rate <br />Nw <br />35 <br />mg/L-N <br />Effluent stream concentration <br />A <br />10.00 <br />acres <br />Site area <br />Nb <br />0.136 <br />mg/L-N <br />Concentration of rain <br />d <br />0.25 <br />constant <br />Denitrification factor <br />R <br />2.94 <br />inches per year <br />Recharge rate of rainfall <br />W <br />0.4 <br />inches per year <br />Uniform waste water loading (calculated) <br />The following table presents a summary of the assumptions for the nitrate loading <br />calculation for Parcel 3 of the Site, as presented in Plate 20: <br />Table 6. Assumptions for Nitrate Loading Calculation, Parcel 3 <br />Variable <br />Value <br />Units <br />Description <br />Q <br />250 <br />gpd <br />Effluent flow rate <br />Nw <br />35 <br />mg/L-N <br />Effluent stream concentration <br />A <br />2.14 <br />acres <br />Site area <br />Nb <br />0.136 <br />mg/L-N <br />Concentration of rain <br />d <br />0.25 <br />constant <br />Denitrification factor <br />R <br />2.94 <br />inches per year <br />Recharge rate of rainfall <br />W <br />1.6 <br />inches per year <br />Uniform waste water loading (calculated) <br />The following table presents a summary of the assumptions for the nitrate loading <br />calculation for the Designated Remainder of the Site, as presented in Plate 21: <br />LOGE 2233 Page 15 <br />