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GEOPOROBE CONSTRUCTION DETAIL GRAPHIC DESCRIPTION <br /> PID slow LOG <br /> (pprmr) Counts <br /> 24 24 <br /> SILT stiff,brown mast,moderate odor <br /> 790 <br /> SILT st f,brown,moist,moderate odor <br /> 26 26 <br /> ML001 <br /> I <br /> 28 28 <br /> 30 300. — — <br /> 160 = Silty SAND fine brown,wet,loose,moderate odor <br /> 32 32 r; r-SM <br /> (0 34 34— <br /> z <br /> 4 z ` <br /> : L <br /> rr71 _ <br /> 36 36 150 bronm <br /> SILTvery stiff w . alst,slight odor �- <br /> 01 <br /> m 38 38 ML <br /> 40 40 <br /> 9 o 0 o Silty SAND medium dense,brawn,mast,no odor <br /> 42 42 <br /> Refusal TD-42 <br /> 44 44- <br /> 46 46- <br /> 48 48 <br /> I l l l � l l l L_LI <br /> Inch Radius 0 2 4 8 <br /> Explanation Contacts Geoprobe 2 <br /> Water level in completed well Solid where certain <br /> S Brat water found during drilling Dotted where approximate Shell Service Station WIC 11204-75244107 Page <br /> 7700 Moreland Court 2 of 2 <br /> ® Location of recovered drill sample — Dashed where uncertain Stoddon,CA <br /> ■ Location of sample sewed 10r 1/IIf Hachured where gradationalQ J Pia Well!Numbw <br /> themlcal analysis <br /> W KEssimased pernieaDlllry �uRD" Geo-2 <br /> ® Steve sample orf&aulc canduativrly) M?m -- <br /> October 20 1995 <br /> 11-primary 2K.secondary I RAMrrd By <br /> ® <br /> continuous Care , <br /> Job Number <br /> fo Raoovwy I 93-47-0085 <br /> I <br />