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T F1 February 16, 2005 NOA Project Number: E040148A 6.7 Discussion of Percolation Test Results The soils within the sewage disposal areas of the proposed Parcels 1 and 2 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 septic system utilizing shallow leach lines or a filter bed. 6.8 Discussion of Septic System Sizing Septic s Y stem construction should follow the San Joaquin County On-Site Vastewater Disposal Standards where applicable. 7.0 CONCLUSIONS In summary, satisfactory percolation rates of the soil were achieved in the proposed septic disposal areas of the two parcels. The proposed Parcels 1 and 2 appear suitable for a standard septic system. E, No ground water was encountered in any of the borings drilled on the property. No well was available to take a water sample for the property. F1 8.0 LIMITATIONS The conclusions of this report are based on the information provided regarding the existing and F1 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 holes and percolation test results are representative of the subsurface conditions in the general area. Out professional services were performed, our findings obtained, and our conclusions proposed in F ' 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 V1opinion do not constitute a guarantee or warranty,expressed or implied. -= NEIL O.ANDERSON&ASSOC., INC. P�� GAO Q pF1 W No. 2151 'Y 1 EI�GIN�E�i�,PlG GEOLOGIST David Welch,M. c. � z Rebecca Haskett, B.S. J Project Manager CEG-2151, CHG-653, GP-1049 F! Environmental Division Manager P F1 9