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*- <br /> .°'. f'"'wi- t}"3$. _ri e'd 3"' .x �. �+- •rrw �e•w• .•. is � . Fs.'"" .�'�= <br /> x <br /> yp '4_- x '� '§. tye^.a •s ,�.. -+"i C `>: i " n _ d �s Ra.w dti� Al <br /> � m 'w s' A. r.� �w �� �� _ ��f b;� '� •� �� � r� ��'�i kjl���'.�a�.'''� '"�' `sem ��� �"'�,-�y; �:��V „� <br /> 7 <br /> H <br /> LAG OF EXPLORATORY BOW(; <br /> PROJECT NUMBER 438-22.01 UORING NO. E-5 <br /> BY BH BATE 5/24/84 SURFACE ELEV. - 87.49 <br /> casing 87.25 <br /> CLASSIFICATION DATA FIELD DATA <br /> 416 <br /> comRres- Pmrtrt• <br /> Pl�su• v . DESCRIPTION <br /> %Fines Liquid iivr tion : c J <br /> I•No,2001 Limit Ide Stsngth IBlowil <br /> ITSFI Ft.l a u <br /> 2-inches Asphalt an 16-inches <br /> R Baserock and FILL <br /> (CL)Black (5Y 2.5/2)silty CLAY - <br /> damp <br /> (very dark brown (10YR 2/2) <br /> 5 silty - damp) <br /> (dark browA (10YR 4/3) silty - <br /> damp) <br /> 10 <br /> (dark brown (10YR 4/3) silty <br /> has product odor) <br /> (dark yellowish brown (10YR 3/4) <br /> very fine sandy silty - damp) <br /> v <br /> ;. (SC)Dark yellowish brcwn (10YR 3/3) <br /> clayey SAND has strong <br /> product odor and thin sand <br /> 15 interbeds - wet <br /> 20 (CL)Olive-brown (2.5Y 4/4) silty <br /> 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 casing. The lower 17 feet of casing, <br /> was slotted and the annilar space was backfilled with pea gravel from <br /> cZ feet to 3 feet. Abentonite-concrete seal was placed from 3 feet to IM4On <br /> foot. The well was upped with a protective vault box and a locking <br /> er•l re. <br />