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N - • • .-..a-- uF , ^a-a'+zy� -.E^. �z.r— ..�_ __.-9 _ - nw. - F'. - -��- r•FLw. _ '° + ^ �- <br /> LOG ,.�F EXPLORATOR'�.' BORinG <br /> PROJECT NUMBER 438-22.01 BORING NO, E-10 <br /> BY EG DATE 5/30/84 SURFACE EV. 37 <br /> 86. <br /> CLASSIFICATION DATA FIELD DATA <br /> Comprf,. Pfnatra• " TF <br /> %Fin.f Liquid Plfsti lin tion r S '' R DESCRIPTION <br /> GNo-2001 Limit Ind Sunatl: {gtornl a 'o 0(TSF) Ft.) tj <br /> Asphalt 6-inches <br /> (CL)Black slight silty slightly <br /> sandy CLAY - moist <br /> 5 <br /> (becomes light brown, increase <br /> sard) <br /> (SW)Light grey slightly silty SAND- <br /> 10 ;'"::; moist to damp <br /> :•:,: <br /> (CL)Light brown sandy very silty <br /> 31 15 1 CLAY - moist <br /> - 24 p0 61 <br /> (SC)Brown to red silty clayey <br /> SAND - wet <br /> V.S. <br /> 34 . 25 (CL)Dark grey sandy silty CLAY - <br /> damp <br /> �- BOTTOM OF BORING <br /> 30 <br /> } <br /> 35 <br /> 40 <br /> — REMARKS: Boring was converted to a ground-water monitoring well by the <br /> installation of 25 feet of 3-inch PVC casing, The lower 17 feet of <br /> casing was slotted and the annular space was backfilled with well pack sa <br /> �- from 25 finet to 7 feet. A bentonite-concrete seal was placed from 7 feetEMC011 <br /> to 0 feet. <br /> fJ <br />