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Wright Environmental Services, Inc., CA Exploratory Boring Log <br /> Project No. 4669 Boring/Well No. B-9 Well Installed: No <br /> Client: M&M Builders Date Drilled: July 23, 2001 Total Depth: 26' <br /> Location: 8111 W. 11 th Avenue Logger: CMP Cement Grout Seal: 20' to surface <br /> Drilling Method: 3" OD GeoProbe <br /> Permit: PHS EHD 0026404 <br /> Water Levels: 1st Enc: 12'-13± @15:15 Static: NM <br /> a� <br /> Sample Cont. a Depth Borehole <br /> No. PID Push cn (ft) Lithology Log Completion <br /> Concrete Pavement <br /> Cl - Sandy CLAY, yellowish brown 10YR616, low platicity, <br /> f. sand 30%, crudely bedded, firm, damp. <br /> s' 0 push 5 Same as above, less sand, firm, damp. <br /> 177 <br /> ®;;. 0 push 10 Same as above, inc. clay to nearly 80%, f. sand dissem. in clay, <br /> massive, stiff, damp. <br /> B-9-3 <br /> ' 0 push 15 SC - Clayey SAND, brown 10YR5/3, low plasticity, f. sand <br /> 60-70%, faintly bedded, rare caliche, med. dense, saturated <br /> below 12-14 feet. <br /> 22' 0 push 20 SP - SAND, gray 10YR5/1, f.med. sand 95% fines 5%, med. .r,r <br /> dense, saturated. .r <br /> .1.1 <br /> •�r <br /> Borehole flows, rigto water sample, •{ <br /> p push 22-26 feet. <br /> •�r <br /> NM push <br /> Bottom of Boring = 26 feet <br /> collect water sample 22-26 feet. <br /> Reviewed by RG/CEG <br />