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MW Wt-5 <br /> rpoma <br /> M <br /> rc <br /> LOG 0/F EXPLORATORY"""BORInG <br /> Page I of 2 <br /> PROJECT NUMBER 43B-22.01 BORING No. E-3 <br /> BY BH DATE 5124/84 SURFACE ELEV. <br /> CLASSIFICATION DATA FIELD DATA <br /> P18111- sive <br /> Panora. 's <br /> give tiork :E c: E DESCRIPTION <br /> %fine, Liquid Stan h (Bl3 <br /> No.2001 Li-,% iangiowLI 11 <br /> Inde <br /> (TSF) Ft.) 0 <br /> Emm 2-inches Asphalt and 4-inches <br /> Baserock <br /> Pale olive (5Y 6/3) fine sand :'ILL <br /> (CL)Black (5Y 2.5/2) silty CLAv <br /> damp <br /> (dark brown (10YR 3/3) silty <br /> 5 damp) <br /> (dark brown (10YR 3/3) very fine <br /> sandy T damp) <br /> (dark brown (10YR 413) fine <br /> 10 sandy silty damp) <br /> (SC)Brown (10YR 4/3).clayey SAND <br /> 15 has faint product odor - wet <br /> (thin fine sand interbeds <br /> wet) <br /> 20 ...... (Sp)olive brown (2.5Y 4/4) fine <br /> SX41) wet <br /> REMARKS: Boring was converted to 3 ground-water monitoring well by the <br /> installation of 24 feet of 4-inch PVC casing. The lower 7 feet of <br /> casing was slotted and the annular space was backfilled with pea gravel <br /> from 24 feet to 5 feet. A bentonite-concrete sea] was placed from 5 feet <br /> The well was capped with 3 protective vault box and a lockingf.Won <br /> 5efoot.vice. <br />