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'FROM n FAX N0. :20993151$6 ( an. 11 2083 07:18PM P7 <br /> depth Of groundwater and information on aquifers and aquitarda identified beneath the <br /> property. <br /> No wells are at the site. Please see previously supplied information from M rate Loadr� <br /> &a& Soil Suitab' ' StudSe tic&tem,Desi Doted bete ber.31 ZO and <br /> re ared&Che`Qpqy Consultirt , Groundwater 's de th and direction <br /> P t, also contained in <br /> Appendix E of the same report. <br /> 13. Provide a preliminary assessment of the following: <br /> a. What is the groundwater elevation and gradient at the existing facility? <br /> Please see previously supplied information from submitted Nitrate <br /> Laad—ing&& Soil Suitability Se tic S stem 2W'M ;Dated <br /> Dgmber.31, 2002 and aMWred by Chesney Consult Groundwater <br /> depth and direction is also contained in Appendix E of the same report. <br /> b. What are the subsurface conditions at the disposal site? <br /> Please see previously siTplied information,from submitted Nitrate <br /> Loading Study Soil Suitabilit &Edy, Septic Svstern Deign. ,Dated <br /> December 31 2002 and pwared by Chem Con.rultin The <br /> information is included on pages 3-5. Additional infonnation such as <br /> USGS Maps and USDA Soils Maps can be found in Appendix B, of the <br /> same report. <br /> c. What is the cba7raater of groundwater quality at the disposal site? <br /> Please see previously s:Vplied information from submitted,]Nitrate <br /> Loading Stud Soil b' ' S tia&stem Design,hate <br /> ce bpr 3I.;. 2_0_,.a pared_by Chesney Consultitj The <br /> information is included an pages 6-7. Additional information, including <br /> Clements Water Well Analysis for 1992-2002 can be found in Appendix B <br /> of the same report.. <br /> d. Based on site hydyrogeology,the nature of the waste and the proposed disposal <br /> method,what level of degradation is expected to result for the discharge(if any)? <br /> No significant degradation is expected. Please see pmIlously supplied <br /> information from submitted Nitrate Loadin Soil Su tabili Stud <br /> Se <br /> trtic Sy em Design-.Da a _December 31. 2002and nr a ca_p.red by <br /> Chesn.q. Consulting The information U included on pages 13-17. <br /> Additional information, including Percolation Testing Results cart be <br /> found in Appendix E of the same report. <br />