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February 2, 2006 NOA Project Number: E05058B 6.7 Discussion of Percolation Test Results The soils within the sewage disposal areas of the proposed parcels have demonstrated a satisfactory percolation rate in accordance with the requirements of the EHD. The soils of these parcels appear to be suitable for' dS a d-se �s sxem with-a-fete br e_d�Please see recommendations in the NLS for details regardingg—septiCsizing. 6.8 Discussion of Septic System Sizing Septic system construction should follow the San Joaquin County On-Site lY/astervaterDiosal J Standards where applicable. 7.0 CONCLUSIONS In summary, satisfactory percolation rates of the soil were achieved in the proposed septic disposal areas for all eight proposed parcels. The proposed parcels appear suitable for a standard septic system with a filter bed. No ground water was encountered in any of the borings drilled on the property. No well exists on the property,therefore,no water sample was collected for water quality analysis. 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. 8.1 Signatures The signatures of the environmental professionals involved in the preparation of this report can be found on the cover sheet at the front of this package. 9 "'44