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LOG JF EXPLORATOR BQRinG <br /> PROJECT NUMBER 438-22.01 BORING NO. E-5 <br /> BY BH DATE 5/24/84 SURFACE ELEV. - 87.49' <br /> casin 87.25 <br /> CLASSIFICATION DATA FIELD DATA ' 1 <br /> W VI <br /> Pt W, Compnt PrneIrt .@ o s gl <br /> %Fine Liquid airy sir@ lion s . 111 DESCRIPTION <br /> E (•No.200) Limit Inde: Stength Ieloxtl m - <br /> • iTSFl � <br /> 2-Inches Asphalt an 16-inches <br /> Baserock and FILL <br /> (CL)Black (5Y 2.5/2)siity CLAY - <br /> damp <br /> (very dark brown (10YR 2/2) <br /> 5 silty - damp) <br /> (dark brown (10YR 4/3) silty - <br /> �� damp) <br /> 10 (dark brown (10YR 4/3) silty <br /> has product odor) <br /> (dark yellowishbrown (10YR 3/4) <br /> very fine sandy salty - damp) <br /> 0� <br /> ;• (SC)Dark yellowish brown (10YR 3/3) <br /> clayey SAND has strong <br /> product odor and thin sunt'.. <br /> _ <br /> 15 interbeds - wet <br /> (CL)Olive-brawn (2.5Y 4/4) silty <br /> j-� 20 CLAY <br /> BOTTOM OF BORING <br /> `= -- REMARKS: Boring was converted to a ground-water monitoring well by the <br /> installation of 21 feet of 3-inch PVC casings The lower 17 feet of casing, <br /> was slotted and the annular space was backfilled with pea gravel from ^ <br /> 21 feet to 3 feet. A bentonite-concrete seal was placed from 3 feet to >lf�1COA <br /> foot. The well was cap <br /> ped with a protective vault bax and ii locking <br /> evice. <br />