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#! F1 August 29, 2006 NOA Project Number: E06084A 6.7 Discussion of Percolation Test Results The soils within the proposed septic disposal areas have demonstrated a satisfactory percolation rate in accordance with the requirements of the EHD. The soils of these parcels appear to be suitable for a standard septic system. 6.8 Discussion of Septic System Sizing Septic system construction should follow the San Joaquin County On-Site Wastewater Disposal J Standards where applicable. R 7.0 CONCLUSIONS In summary, satisfactory percolation rates of the soil were achieved in the proposed septic disposal areas for the site. The proposed parcels appear suitable for a standard septic system utilizing leach lines. No ground water was encountered _ of the borings drilled on the property. One domestic well% exists on site. Nitrate was found a 42.3 g/L-N and DBCP was not detected. �4 8.0 LIMITATIONS The conclusions of this report are based on the information provided regarding the existing and proposed development,the use of the subject property, and the site conditions as they existed at the time we excavated our test holes and performed the percolation tests. It was assumed that the test u holes and percolation test results are representative of the subsurface conditions in the general area. Our professional services were performed, our findings obtained, and our conclusions proposed in accordance with generally accepted engineering principles and practices. This warranty is in lieu of all other warranties either expressed or implied. Test findings and statements of professional opinion do not constitute a guarantee or warranty, expressed or implied. NEIL O.ANDERSON&ASSOCIATES, INC. SSIONAZ� �� Fo Q pAVlp J �D NO2rsj BCH ft/ FO 4 NaVo cy R. Kram elch,Principal Geo ogls Nil eFQZo ftr -� Stalff Scientist CEG-2151, CHG-653,PGP-1049 CALIFORN�P �I 9 i