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L September 25, 2006 NOA Project Number: E06102B ✓6.7 Discussion of Percolation Test Results The soils within the sewage disposal areas have demonstrated a satisfactory percolation rate in accordance with the requirements of the EHD for the use of a standard septic system. /6.8 Discussion of Septic System Sizing Septic System Construction should follow the San Joaquin County On-Site Wastewater Disposal Standards where applicable. A0 CONCLUSIONS In summary,a satisfactory percolation rate of the soil was achieved in the proposed septic disposal area for each parcel on the subject property. The soils of the site appear to be suitable for the use of a standard septic system using shallow leach lines or a filter bed. No ground water was encountered in any of the borings drilled on the property. No water wells exist on site;no water sample was taken or analyzed. V 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 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&ASSOC.,INC. aicy R. er, .A. Da elc ,Principal Geolo ' t Staff Scien ' CEG-2151,CHG-653,PGP too S\ONAL �F��O ✓ L QZ DAVID J.WELCH y� N0.2151 CERTIFIED 8 ENGINEERING L u� GEOLOGIST qT�i7r rA11F0`�`�P —_N