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Ms.Lisa Medena <br /> October 2'8,2003 <br /> Page 2 <br /> Responses,Nitrate Loading Study Check list: <br /> i <br /> 2.2 See response for comment p o ment 4.2 above. <br /> f <br /> 3.1 We believe there are typical sources of nitrate for the general area. Nitrates from septic <br /> systems and agriculture may be common nitrate sources in ground water. <br /> 3.6 Our conclusion was that the proposed site should not cause a build-up of nitrate in the <br /> round water above 8.4 mg/J_-N. No comment was made regarding any affect to down- <br /> I <br /> gradient wells. Since you indicated DBCP exists in the area, it would seem possible that <br /> r — nitrates-could-also.,migrate-downward to the-ground water4able-in a similar-fashion. We <br /> do not believe the use of a septic system on the site will cause a build-up nitrates in <br /> Q. <br /> round water above 8.4 mg/L-N using the Hantzshe and Finnemore equation and <br /> assumptions discussed. <br /> Our professional services were performed, our findings obtained, and our conclusions proposed ; <br /> in accordance with generally accepted engineering principles and practices. This warranty is in <br /> ., <br /> lieu of all other warranties either expressed or implied. Test findings and statements of i <br /> professional opinion do not constitute a guarantee or warranty, expressed or implied. { <br /> Best Regards, <br /> NEIL O. ANDERSON &ASSOC., INC. <br /> David J. Welch, M.Sc., Senior Geologist <br /> CEG-2151, CHG-653 <br /> Environmental Division Manager <br /> i <br /> attachments:-Parcel Map, Site Plan <br /> aSD G OA <br /> . 21 N <br /> CERTIFIED <br /> ENGINEERING ENGINEERING <br /> cPJ, GEOLOGIST �Q <br /> PC <br /> P C��Bpy i <br /> � N <br /> Y W <br /> G A <br /> P <br />