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r +- <br /> April 1, 2005 <br /> NOA Project Number: E05034A. <br /> ' 6.7 Discussion of Percolation Test Results <br /> The soils within the sewage disposal areas of the site have demonstrated a satisfactory percolation <br /> rate in accordance with the requirements of the EHD for the use of a standard septic system. <br /> -6.8 Discussion of-Septic System Sizing <br /> Septic System CoPpnstruction should follow the San Joaquin County On-Site Wlastewater Disposal <br /> Standards where a licable. <br />. <br /> ! J <br /> k`/7.0 CONCLUSIONS <br /> In summary, a satisfactory percolation rate of the soil was achieved in the proposed septic disposal <br /> areas on the property. <br /> No ground water was encountered in an of the borings drilled on theproperty. The on-site water <br /> � Y g <br /> well was tested for nitrate and DBCP. 'DBCP and Nitrate were both non-detectable in the water <br /> J sample. <br /> kS'0 LIMITATIONS <br /> The conclusions of this report are based on the information provided regarding the existing and <br /> 4~ proposed development, the use of the subject property, and the site conditions as they existed at the <br /> time 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 either expressed or implied. Test findings and statements of professional <br /> opinion do not constitute a guarantee or warranty, expressed or implied. I, <br /> NEIL O.ANDERSON&ASSOC., INC. OVESSfF1 <br /> � <br /> F, tj Ln <br /> Q Ifo. 5133 M M <br /> I d Exp.6 313 07 m <br /> Rebec a Haskett,B.S. Garret S.H. Hubbart,M.Sc. d <br /> Project Manager GE-2588, CE-59010djTEC�l�a��QP <br /> General Manager 9�OF mft � <br /> 10 - <br /> F <br />