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6. <br /> September 10, 2004 <br /> NOA Project Number: E040104A <br /> L3.6 Impact of Nitrate Loading to Nearby Water Sources <br /> Based on the method and assumptions described, the result of the nitrate loading balance <br /> L indicates that the proposed development on Parcels 1 through 5 may cause a build up of <br /> nitrate in the ground water above 10 mg/L-N over the long term. This result is due to the <br /> L relatively small lot size, the estimate of minimal deep percolation of rain in the area, and the <br /> inclusion of the second dwelling unit in the calculation as required by the EHD. <br /> I The result of the nitrate loading balance on Parcel 6 indicates that the proposed development <br /> may not cause a build up of nitrate in the ground water above 10 mg/L-N over the long term. <br /> This result is due to the large lot size. <br /> Since the Site is relatively flat, we do not foresee percolating effluent affecting any surface <br /> water resources. <br /> L <br /> 4.0 DISCUSSION OF NITRATE LOADING RESULTS <br /> 4.1 Total Nitrate Impact <br /> Based on the method and assumptions described, the result of the nitrate loading balance <br /> indicates that the proposed development on Parcels 1 through 5 may cause a build up of <br /> nitrate in the ground water above 10 mg/L-N over the long term. This result is due to the <br /> ` relatively small lot size, the minimal rainfall in the area, and the inclusion of the second <br /> dwelling unit in the calculation as required by the EHD. The result of the nitrate loading <br /> balance on Parcel 6 indicates that the proposed development will not cause a build up of <br /> ` nitrate in the ground water above 10 mg/L-N over the long term. This result is due to the <br /> large lot size. <br /> 4.2 Methods of Mitigation <br /> To mitigate the problems discussed above, we recommend en ineered septic systems for <br /> Parcels 1 through 5. An engineered septic sys em should be designed to mintrmze the impact <br /> of nitrates toroun7 water. rt 1 <br /> g Q ; 7 <br /> l <br /> 8 <br />