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April 1, 2005 <br /> NOA Project Number: E05034A. <br /> " <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 /> F1rate 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 /> FSeptic System Construction should follow the San Joaquin County On-Site Wastewater Disposal <br /> Standards where applicable. <br /> F] <br /> 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 any of the borings drilled on the property. The on-site water <br /> well was tested for nitrate and DB CP. DBCP and Nitrate were both non-detectable in the water <br /> sample. <br /> Fy60 LIMITATIONS' <br /> The conclusions of this report are based on the information provided regarding the existing and <br /> 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 /> ssional services were-performed;our findings obtained, and out conclusions proposed in <br /> Our profe <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.. - <br /> NEIL O.ANDERSON&ASSOC., INC. <br /> - = Q�o1F ES S1 <br /> Q 440. 588 M m <br /> F'1 Rebec a Haskett, B.S. Garret S.H. Hubbart, M.Sc. �,Fcp. LD <br /> Project Manager GE-2588, CE-59010T�rQ CRL <br /> General Manager <br /> 10 <br />