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North Rond Road Subdivision Page 8 of 9 <br /> Our Project Number: LGS080510 <br /> April 30, 2008 <br /> 6.7 Discussion of Percolation Test Results <br /> The soils within the sewage disposal areas of the site have demonstrated a satisfactory <br /> percolation rate in accordance with the requirements of the EHD for the use of a standard <br /> septic system. <br /> 6.8 Discussion of Septic System Sizing <br /> Septic system construction utilizing leach lines or a filter bed should follow the San Joaquin <br /> County On-Site Wastewater Disposal Standards where applicable. <br /> 7.0 CONCLUSIONS <br /> In summary, percolation rates that meet the minimum EHD standards were achieved in the <br /> proposed septic disposal areas of each of the proposed-parcels. The parcels appear suitable for <br /> the use of a standard septic system. <br /> Groundwater was encountered at approximately six (6) feet on site. No wells exist on site; no <br /> well water sample was taken or analyzed. <br /> 8.0 LIMITATIONS <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 <br /> at the time we excavated our test holes and performed the percolation tests. It was assumed <br /> that the test holes and percolation test results are representative of the subsurface conditions in <br /> the general area. <br /> Our professional services were performed, our findings obtained, and our conclusions proposed <br /> in accordance with generally accepted engineering principles and practices. This warranty is in <br /> lieu of all other warranties either expressed or implied. Test findings and statements of <br /> professional opinion do not constitute a guarantee or warranty, expressed or implied. <br /> 902 industrial Wav•l.ndi_CA 95240•209 367 1701 •Fax 209.369.422R (2nnx iv an dndvrcnn e am i,,, <br />