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sk.r <br /> March 25,2005 <br /> NOA Project Number: E05005A <br /> L6.8 Discussion of Septic System Sizing <br /> Septic System Construction should follow the San Joaquin County On-Site lY/astematerDisposal <br /> Standards where applicable. Refer to the attached Nitrate Loading Study for a complete discussion <br /> of recommendations for the project. <br /> 7.0 CONCLUSIONS <br /> In summary, satisfactory percolation rates were not achieved in the proposed septic disposal areas of <br /> the Parcel. The proposed Parcels appear suitable for a engineered septic system. We recommend a <br /> Civil Engineer prepare a septic system design for the Site unless additional percolation testing on the <br /> i Parcel indicates a satisfactory rate is achieved and approved by the EHD. Our office has be <br /> contracted by the client to prepare an engineered septic system design for the Site. They will follow <br /> this report shortly. <br /> No ground water was encountered in any of the borings drilled on the property. The depth to <br /> ground water was found to be approximately 70-90 feet below the ground surface for the period of <br /> Fall 1998 and Spring 1999. <br /> L• 7.1 Signatures <br /> The signatures of the environmental professionals involved in the preparation of this report can be <br /> found at the front of this package. <br /> i <br /> p` <br /> L <br /> L <br /> `r <br /> L <br /> L <br /> 9 <br />