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M <br /> ME <br /> LOG OF EXPLORATORY B®RMG <br /> Page 1. of 2 <br /> PROJECT NUMBER 438-22.01 BORING NO. E-3 <br /> BY BH DATA= 5/24/64 SURFACE ELEV. - <br /> CLASSIFICATION DATA FIELD DATA <br /> Compres- Penetre- S : n <br /> I Plasti sive tion : c: F DESCRIPTION <br /> X Fines Liquid l si <br /> I•No.2001 Limit fIII Indent Stengih I61ows! n rn <br /> iTSFI Ft.) <br /> -inc es sp a t and -enc es <br /> Baserock <br /> -'` Pale olive (5Y 6/3) fine sand FILL <br /> (CL)BIbck (5Y 2.5/2) silty CLAY - <br /> damp <br /> (dark brown (10YR 3/3) silty - <br /> 5 damp) <br /> (dark brown (10YR 3/3) very fin <br /> sand" - damp) <br /> s <br /> (dark brown (10YR 4/3) fine <br /> IO sandy silty - damp) <br /> V <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 /> SAND - wet <br /> REMARKS; Boring was converted to a ground-water monitoring well by the / <br /> ik <br /> installation of 24 feet of 4-inc <br /> PVC casing. The lower 7 feet of <br /> casing was slotted and the annular space was backfilled with pea gravel <br /> seal was placed from 5 feet <br /> from 74 .{eat, to 5 feet. A bentonite-concreteEf[ICOI1 <br /> to I foot. The well was capped with a protective vault box and a ]ocking.,,o�,.,,, <br /> devz ce. <br />