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FROM FAX NO. :20993151669. 09 2003 04:08PM P1B <br /> depth of groundwater and information on aquifers and aquitards identified beneath the <br /> property, <br /> No wells are at the site. Please see previously supplied information from Mtr a Load'n <br /> &&Ao-d Suitabilitm S&A Septic&stem Desi ted December 31 2002 <br /> pie ared by Chesney Consultin&- Groundwater depth and direction is 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 N trate <br /> oadin�g StudZ Soil Suitab' to Se tic&Lem pe$jjM, Dated <br /> December 31, D-Ol crud prepared by, Chesney Consultinu 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 supplied information from submitted Nitrate <br /> se i Dated <br /> December_31._20Q2 ancprepared The <br /> information is included on pages 3-5. Additional information 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 character of groundwater quality at the disposal site? <br /> Please see previously supplied information from submitted Nitrate <br /> .Loading Study, Soil Suitability Srudv._Septic S'ys#em Dacign,.Dated <br /> December 31,.2007_and prepare by Chesney Consulting. The <br /> information is included on 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 hydrogeology,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 previously supplied <br /> information from submittedytrat_e LdingStudy. Soil,Suitability Study. � <br /> Septic&stem Design, Dated� 31, 2002 and empatredbyx <br /> Chesney Consulting. The information is included on pages 13-17. <br /> Additional information, including Percolation Testing Results can be <br /> found in Appendix E of the same report. <br />