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November 20,2003 <br /> ` Job Number: LE03-421 <br /> Page 8 <br /> Table 3. <br /> Soil Boring Log for P-2 (Shallow and Deep). <br /> Depth Interval(ft) Soil Type Unified Soil Classification <br /> 0-3 Brown fine sand with silt SP <br /> 3-5 Brown clay,dry,hard CL <br /> 5-7 Brown sandy clay, dry CL <br /> 7-9 Reddish brown clay,dry CL <br /> 9-15 Clayey sand/sandy clay SC/CL <br /> 19-24 Brown to gray clayey sand with silt SC <br /> Note: Descriptions are representative of soil conditions encountered in both borings at P-2. <br /> Table 4. <br /> Soil Boring Log for P-3 (Shallow). <br /> f_ <br /> Depth Interval(ft) Soil Type Unified Soil Classification <br /> 0-3 Brown fine sand with silt(more sand) SP <br /> 3-5 Brown clay, ,hard CL <br /> The soils of both parcels demonstrated a satisfactory percolation rate according to the percolation <br /> test procedure of the EHD. <br /> r <br /> 6.0 PERCOLATION TEST INFORMATION <br /> 6.1 Percolation Test Boring Locations <br /> .. Three percolation tests were performed on November 14, 2003. One shallow and one deep <br /> percolation test were performed on the proposed Parcel 2, and one shallow percolation test was <br /> performed on the proposed Parcel 3. The locations of these tests are indicated in Plate 1. <br /> Ra <br /> P pfR{p <br /> a <br /> R. <br /> o � <br />