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L April 24, 2006 <br /> NOA Project Number: E06015A <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 construction should follow the San Joaquin County On-Site Wastewater Disposal /� 8 <br /> LStandards where applicable. ` J <br /> 7.0 CONCLUSIONS <br /> LIn summary, satisfactory percolation rates of the soil were achieved in the proposed septic disposal <br /> areas of the Site. The septic disposal areas of the proposed parcels appear suitable for a standard <br /> fseptic system. <br /> t No ground water was encountered in any of the borings drilled on the property. The depth to <br /> L ground water was found to be between approximately 60 and 75 feet below the ground surface for <br /> the period of Fall 1998 and Spring 1999. The on-site water well was tested for nitrate and DBCP. <br /> Neither DBCP nor Nitrate were found in the well water sample. <br /> L <br /> 8.0 LIMITATIONS <br /> LThe 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 /> L 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 /> Out professional services were performed,our findings obtained,and our conclusions proposed in <br /> L 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 /> \ONAL gFo <br /> NEIL O.ANDERSON&ASSOC.,INC. Quo DAVID J.WELCH � <br /> L NO.2151 <br /> CERTIFIED <br /> ENGINL <br /> GEOLOGGEOL EI <br /> ISS <br /> Nan Rosulek,B A. k avtd J.Welch,Principal Geologist q�FOFCAOFpP�P <br /> Project Manager CEG-2151, CHG-653,PGP-1049 <br /> L <br /> L 10 <br /> L <br />