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W %ft-01 %%W <br /> Elving(Broadway) tot.Depth :60' <br /> 1610 Broadway LOG OF BORING SB-3 Casing Depth :NIA <br /> Stockton,CA Screen Interval :NIA <br /> Project No.: 1218.2 {Page 2 of 2) <br /> J Filler Pack :NIA <br /> Date :1!4!06 Annular Seal :NIA <br /> tf■.. Geola$Ira� Drilling Method :DPIHSA Grout :0-40' <br /> Ttdm4-s Driller :RSI Water Depth :-50' <br /> IKG Logged By :J.Angulo <br /> L <br /> U Well:SB-3 <br /> Depth o = Elev.: <br /> Lab Time U a- cn OVM <br /> in Sample o DESCRIPTION N (ppm) <br /> �.. Feet m � � <br /> 30 ..........................................................................................--------- <br /> SAND-0ine to fine,sl moist,firm,no odor. SP <br /> �., CLAY-brawn,moist. CL <br /> 09:40 SILT-brown,sl moist,white vertical veins. 0.4 <br /> ML <br /> 35 35' <br /> CLAY-brown,moist,plastic,black material. <br /> a <br /> 09:50 (as above) <br /> �" CL <br /> r� 40 10:05 0 <br /> SILTY CLAY-brown,sl moist,firm, no odor. <br /> CL <br /> v <br /> 45 11:35 0 GROUT <br /> CLAY-brown,moist,black nodules,no odor. <br /> 4 <br /> CL <br /> �... (as above with white veins) CL <br /> SILT-brown,sl moist,white vertical veins. ML <br /> 50 <br /> SAND-v.fine to fine,brown,moist,no odor. SP <br /> 52' 71'50 SILTY SAND(as above) SM o <br /> m SILT-grey,sl moist,firm,no odor. ML <br /> s 55 <br /> Cx <br /> 12:00 S1 LT-brown,sl moist,some white veins,blk material,no <br /> odor. ML <br /> m <br /> tr <br /> aSAND-v.fine to fine,brown to grey,wet,no odor. <br /> 9 Y wate 12:10 CL <br /> 9 <br /> ..... . ... . . <br /> s <br /> Direct push rods to 41',switch to augers and re-driii to 45',resume direct push <br /> 8 from 45'to 60'below grade surface. <br /> N <br /> LW N Depth to water in rods-50 feet bgs upon sampling. <br /> 0 <br /> Ir <br />