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BORING LOG WELL NO. MW5-1 <br /> rI� <br /> r`. Project 5411 Client Port of Stockton <br /> Boring Location Site 5,E of tank and Date StartadDats Finished <br /> Drilling Agency Wast Ha:mat,Rancho Cordova,Cdifrw9a Ground Surface Elevation and Datum <br /> v <br /> Drilling Method Hollow Stem Auger Boring TaUll Depth Final Statue <br /> Drilling Equipment CME 75 Depth to I First I Compl. 124 Hrs <br /> � Sampling Method None,bo cuttings only,previous Geaprobe to 28 feet at 1 7.4 6.50 <br /> this site. �4g�By <br /> Gary KraM2r <br /> Sampler Type Responsible Yrofessbnd Ae4.No. <br /> PhillP. Aoa R.O. 41% <br /> 1_5 <br /> i.r m c <br /> mDESCRIPTION <br /> t > U c a REMARKS <br /> om c OC >L) rl <br /> NZ a U E2 <br /> f] rt m U OVM V 0 <br /> }r <br /> FILL-Sandy gravel to 6 inches <br /> ----------------------------------- <br /> SILTY SAND ISM) dk, gr, brown 110YR 412);dry, 60% fine sand 40%slightly <br /> 68 plastic fines <br /> 2 <br /> fr 3 <br /> 4 <br /> 1.r <br /> 6 <br /> i..r -------------------------------------------- <br /> 6 <1 LEAN CLAY WITH SAND(CL-SM)-v, dk.gr. brown i10YR 3/2);moist 75%— <br /> mod.plastic fines, 26%fine sand, low dry strength <br /> }r � <br /> B <br /> it <br /> fl <br /> �" 10 <1 LEAN CLAY{Cu or.brown(10YR 5/2) moist, 95%high plasticity fines, T--- <br /> 5%t. sand,low dry strength <br /> 71 <br /> ir <br /> 12 <br /> i..s <br /> 13 <br /> yi 14 <br /> 76 As above,wet <br /> 1v <br /> Page f of 2 <br /> (Rev.04/12196) <br /> L..r F0AMSIFIELD180RINGl0G <br />