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Camp JDresser & McKee Inc. <br /> i <br /> } Soil Baring Log 3A3 4 <br /> Client NeqtlQ,EQWq ite-$ima CA rob No. <br /> Surveyed Elevation:Ground NA <br /> Date Drilled.2[26g(S9 Well NO_W_-= Boring Co <br /> -PilGhet 17a1Wis? Top of Casing�5_�1 Screen Length 2i1�_ <br /> Total Depth 25--3, _ Borg Method Used -mild RofFixyPiezometer CasingSize& <br /> Type 5" Seh'RO <br /> Field Geologist A.Kelly —Organic Vapor Instruments UsedNA <br /> ? <br /> Water Table Depth <br /> lows per <br /> Depth Samp. Sample dv./ Org.Va <br /> Fest Na. bs. Interval ecov. p p Sample Description Strata Equipment <br /> Chan a Installed <br /># ,$� Sand,as above to 166.5. r <br /> 165-170 SM/CL Silty unit grading down ilty <br /> i 17 Qc brown to and to t 68 c I <br /> ii la <br /> 1 170.175 Qi as above. Clay <br /> j <br /> 175 <br /> s Silty sand to 176. $� <br /> i 175-180 Sand coarse-grained,mica flakes Co ors <br /> 18 visible. Sand <br /> U Sand,as above. Iixglorarory <br /> 180.185 Baring <br /> 18 <br /> U Sand as above to 186'. <br /> I <br /> 185-190 SQL Usy,tight brown to gray, <br /> 19 plastic. <br /> Q as above. Sand lay-6192-191-37— Clay <br /> 190-195 Some silt,brown to bluish gray. Cement/ <br /> Soft to stiff. Bentonite <br /> 19 Grout t <br /> Q< Clay as above. <br /> 195-200 <br /> 2 - i <br /> Qt Clay as above to 203.5'. <br /> 200-205 <br /> U Sand. <br /> Sand <br /> 205-7 <br /> Sand,as above.' Clay <br /> ab <br /> 205-210 layer 2075-208,5. Sand med. 4 <br /> to coarse grained,grains up to Ulay <br /> 210- n . <br /> sand <br /> ,U Sand as above to 212'. Q <br /> 210-215 Clay,soft,orange-brown Clay <br /> 21 <br /> C <br /> 15-220 U Clay as above. Sand layers 216- <br /> 217',219-219.5'. Sand <br /> 22 ' <br /> ' I <br /> i <br /> .t <br /> I. k <br />