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P1 September 9, 2005 <br /> NOA Project--Number' EO-5110A <br /> 7.0 CONCLUSIONS <br /> E _ - <br /> In summary;a percolation tate that Yrieets the minimum EHD standards was achieved isi the <br /> _ proposed septic disposal area <br /> 46r the subject property. The parcel appears suitable for the use of a <br /> standard septic system. - - <br /> No ground water.was encountered in any.of the borings drilled on the property. The on-sitewater <br /> well was tested for nitrate and DBCP. DBCP was non-detectable, and nitrate concentration inF1 _. <br /> ground water was found to be 1-8.1.mg/L-NO3,•which is below the maximum contaminant drinking <br /> water limit of 45 mg/L=NO3: <br /> LIMITATIONS <br /> LIMIT <br /> 8.0 _ _ <br /> The conclusions of this xeport`are-based on-the information provided regarding the,ex sting and <br /> proposed development,the use of the subject property;'and the site conditions as they existed at the <br /> F1time we excavated our test holes and performed the percolation tests. It was assumed that the.test . <br /> holes and percolation test results are representative of'the subsurface conditions in the general area. <br /> Our professional services were performed;our findings obtained, and our conclusions proposed in <br /> accordance with-generally accepted engineering principles and practices..This warranty is in lieu of <br /> all other warranties_eitler exp ressed or implied.- Test findings and statements of professional <br /> opinion do not constitute aguarantee_or warranty; expressed or implied. - <br /> NEIL- O:ANDERSON&ASSOC., INC. <br /> F - <br /> Nancy Rosule ,kA. David J. Welch,M.Sc. <br /> - Project Manag CEG-2451, CHG-653, GP-1049 <br /> Environmental Division Manager <br /> 0 <br /> C-1 J �� <br /> 1 JX�� No. 2151 �y � <br /> ® CERTIFIR) <br /> �} ENGINEERING 0 <br /> GEOLOGIST �Q <br /> �T�4F.CAL�FO� <br /> F1 <br /> 9 <br />