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L <br /> LSeptember 30, 2007 <br /> NOA Project Number: E07147A <br /> ✓6.7 Discussion of Percolation Test Results <br /> The soils within the proposed sewage disposal area have demonstrated a satisfactory percolation rate <br /> in accordance with the requirements of the EHD for the use of a standard septic system. <br /> L <br /> 6.8 Discussion of Septic System Sizing <br /> I <br /> L The client has contracted an engineer to design an on-site wastewater treatment system which is <br /> proposed to meet San Joaquin County On-Site Wastewater Di.bosal Standards <br /> L <br /> 7.0 CONCLUSIONS <br /> LIn summary, a satisfactory percolation rate of the soil was achieved in the proposed septic disposal <br /> area on the subject property. <br /> 6. No ground water was encountered in any of the borings drilled on the property. <br /> ✓7.1 Signatures <br /> L <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 /> L <br /> /8.0 LIMITATIONS <br /> 6W <br /> The 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 /> t Our professional services were performed, our findings obtained, and our conclusions proposed in <br /> �. 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 /> 6. <br /> L <br /> L <br /> L <br /> 8 <br />