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u "Lqd 'Z.y� a• i�, v`'i-, r � w,. 3's IM 't -rr <br />-.,. .�i '���A A�w� "'q.�u.���'"�` ,.1,'��'"" o- U °�i+'�. a= 4 -"i: .� &'��_ _ a � s-4�l •, s. Ek s�si� � ,�' r a <br /> r , <br /> i <br /> r' <br /> • i <br /> LOG OF EXPLORATORYBOMG <br /> PROJECT NUMBER 438-22.01 BORING NO. E-8 f <br /> BY EG DATE 5130/84 SURFACE ELEV. i) <br /> CLASSIFICATION DATA FIELD DATA <br /> Ptasei• Camprct- Pens f e <br /> X Fmet LQurd � <br /> ssre tion n� e� E DESCRIPTION <br /> 1•No.2tltl1 Limit I,idr■ Stength IBtows! y` <br /> ITSF! Ft.i ry t <br /> _ Asphalt 6-inches <br /> {CL)Light to dark brown sandy <br /> silty CLAY - moist <br /> (thin brown sanuy interlaycrs) }? <br /> 10 ! <br /> ! 29 (ML)Light brown slightly sandy ` <br /> 15 clayey SILT - damp to wet <br /> 3 <br /> I I. <br /> (SC)Light brown slightly clayey <br /> - 33silty SAND - wet { <br /> ' 20 <br /> `. <br /> (thin clayey interlayers) � <br /> 68 (SW)Light brown slight gravelly <br /> 26 SEND - wet °.,. <br /> 30 ____ (SC)Brown sandy silt,, 'CLAY - damp. ) <br /> BOTTOM OF BORING <br /> it. <br /> 35 <br /> It <br /> 4D <br /> } <br /> REMARKS: }sole collapsed to 24 feet depth. Boring was converted to a <br /> ground-water monitoring well by the installation of 24 feet of 3-inch <br /> PVC casing. The lower 20 feet of casing was slotted and the annular spat <br /> was backfilled with well pack sand from 24 feet to 4 feet. A bentonite00 <br /> - <br /> fmcon <br /> concrete seal was placed from 4 feet to 0 feet. <br /> ;t <br /> 1 <br /> 4 -s <br /> r �: <br />