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J <br /> t <br /> +v <br /> BORING LOG WELL NO. MWS-2 <br /> Project 5411 Client Port of Stockton <br /> Boring Location Site 6,neer B5-5 at dispenser location Date Started Dm Finished <br /> Drilling Agency West Haxmat,Rancho Cordova,Caliifronla Ground Surface Elevedon and Datum <br /> i..r <br /> Driing Method Hollow Stem AugerBoring Total Depth Final Statue <br /> Drilling Equipment CME-75 Depth to 1 First 1 Compl. !24 Hra <br /> ater 68 .56 <br /> LP Sampling Method None,log cuttings only,near previous Geoprobe B5-5 Logged By Gary Kramer <br /> Sampler Type Responsible Professional Rea No. <br /> Phih P. Ross R.G. 4155 <br /> fr c <br /> t @ n <br /> 0 DESCRIPTION o REMARKS <br /> t a- <br /> CLm Q NZ ac �v o0 <br /> OSOU VD <br /> V OVM <br /> FILL-_Sandy gravel to 6 inches <br /> i SILTY SAND (SM)-dk. brown(7-SYR 312);moist, 70%fine sand, 30%non- PHC odor <br /> 1.0 plastic fines <br /> 2 <br /> i.► 3 <br /> 4 <br /> V <br /> 5 362 <br /> L& <br /> a <br /> ------------------------------------------------------ <br /> 7 LEAN CLAY(CL)-dk.gr.brown(2.5YR 412);moist, 90%high plasticity fines, PHC odor <br /> 10%fine send,mod.dry strength <br /> B <br /> i.r <br /> Lr t0 02 As above,wet <br /> t1 <br /> 1.r <br /> 12 <br /> I-P <br /> 13 <br /> 6.0 14 <br /> S 5 73 1 As above,mod. plasticity,mod.dry strength <br /> f. <br /> Page 1 of 2 <br /> (Rev.04112196) FORMS%FIELD%BORtNG.LOG_ <br /> LO <br />