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LOGE 1848: Ford Construction SSNLS Addendum Page 4 <br /> May 6, 2019 <br /> Conclusions <br /> Based on the methods and assumptions described, the results of the nitrate loading estimates <br /> indicate that the proposed development on the Site should not cause a buildup of nitrates in the <br /> aquifer above 10 mg/L-N. Because of the satisfactory result, no nitrate mitigation measures are <br /> recommended. <br /> Sincerely, <br /> Live Oak GeoEnvironmental, Inc. <br /> �sNAL P,Fo <br /> Abigai acco, REPA ��� <br /> / 2 DAVID J.WELCH � � <br /> CERTIFIED 2151 * Comm <br /> *� <br /> Aja'__� ER �� <br /> \ ENGINEERING ! <br /> GEOLOGIST <br /> David J. Welch, CEG, CHG, PGP OFCAUF9� OFC+�ta <br /> CC: Nick Jones <br /> Ford Construction Company, Inc. <br /> 300 W. Pine St. <br /> Lodi, CA 95240 <br /> Attachments: <br /> Plate 1. Recharge Calculation, Holt Station <br /> Plate 2. Recharge Calculation, Staten Island Station <br /> Plate 3. Nitrate Loading Calculation, Current Predicted Employees <br /> Plate 4. Nitrate Loading Calculation, Potential Future Employees <br />