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.2 . June 13,2005 <br /> -` NOA Project Number: E05042A <br /> Table 6. <br /> -- Summa o£Pereolation Tests. <br /> Test No., 'Petco Percolation Rate Test Comment <br /> Date Tested Test Depth(ft) (minutes/inch) Duration <br /> P=1 shallow,.4 29-053.40 25 4-hr Satisfactory percolation rate <br /> (Parcell) <br /> I W P-2-shallow,4-29-05 3.47 8.33 4-hr Satisfactory percolation rate <br /> (Parcel 2) - _ <br /> i R3 shallow,4-29-05 5 V 3.4 9.62 4-hr Satisfactory percolation rate <br /> (Parcel 3) <br /> P-DR shallow,4-29-05 ­ <br /> 3.33 7.81 4-hr Satisfactory percolation rate <br /> �Desig2ated Remainder <br /> 1 Note: . A satisfactory percolation rate.for a-"s] aAo..�'testis less than or equal to 60 minutes per inch. <br /> Ii[[` 6.7 =:Discussionsof Percolation,Tesi Results <br /> The soils within the sewage disposal areas of the proposed parcels have demonstrated a satisfactory <br /> percolation rate in accordance with the requirements of the EHD. The soils of the Site appear to be <br /> suitable for a standard septic system. <br /> i 6.8 Discussion of Septic System Sizing <br /> Septic system construction should follow the San Joaquin County On-Site Wastewater Disposal Standards _ <br /> where applicable: _- <br /> 7.0 CONCLUSIONS .7- <br /> In 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 /> r septic system - <br /> f! No-ground water was encountered at a depth of 10 feet on March 24``', 2005 at 4927 W. 11' Street <br /> which is within a,'/2 mile radius of the subject property, or in any of the percolation test borings <br /> drilled on the property. The on-site water well was tested for nitrate and DBCP. DBCP and nitrate <br /> _.- - were non-detectable.in the water sample. This well has a pump at a depth of 180 feet. <br />