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41.M.Equipment Boring Dia. :e" <br /> 124,5 <br /> Sta.Charter ay LOG OF BORING SB-9 Tot.Depth :36' <br /> (Page 1 of 1) Casing Depth :NA <br /> d�w� Project No.:507.2 Casing Dia. :NA <br /> Date :6130/os Screen Interval :NA <br /> Drilling Method :HSA Slot Size :NA <br /> TCChItics Driller :V&W Drilling Rher Pack :NA <br /> kic Logged By :J.Angulo Annular Seal :NA <br /> Grout :0-35' <br /> Water Depth :-13' <br /> Well:S13-9 <br /> Depth lib Time U Elev.: <br /> a rn OVi1A <br /> Freet Sample �I=SCRIPTION ¢ U (ppm) <br /> o GC cry <br /> r—� Cover <br /> 0 08:37 0 <br /> FILL(red brick fragments,road base gravel) <br /> SILTY CLAY-brown,white Carbonate 1mm laminae,sl CL <br /> 5 moist. <br /> 08:44 0 <br /> (as above but black with H2S odor,color transitioning to <br /> qTy with depth) <br /> CL <br /> CLAY-grey,sl moist,strong petroleum odor. <br /> 10 <br /> SILTY CLAY-dark grey,white Carbonate veins,sI moist <br /> , t3 <br /> 0strop odor. <br /> L CLAY-brown,sl moist,prominent white carbonate CIL <br /> veins,strong petroleum odor: <br /> 15 09:02 SAND fine,grey,moist,strong odor. SC 0 <br /> cia e sand as sand above <br /> . SW <br /> SAND-v fine to fine,It gmy,wet,strong odor. GROUT <br /> SAND-v fine to medium,dark grey,wet,strong odor. i SW <br /> 20- <br /> 09:13 <br /> SAND-fine,black,wet,strong odor. SP <br /> 2 <br /> (as above v.fine to med) SW <br /> SILTY CLAY-grey,moist,strong odor. <br /> 25 CL <br /> 09:20 2 <br /> SILT-grey,wet,strong odor. ML <br /> 3D SANDY SILT-grey,wet,v.fine to fine grains,strong ML <br /> m 09odor. 0 <br /> :28 <br /> a SAND-v.Erne to medium,buck,micaceous,wl <br /> SW <br /> blue-green 114"flue sand lens with strop se tic odor. . . . SW <br /> SAND-v.fine to Erne,grey,wet,strop odor. 5W <br /> L 35 5P <br /> SAND-v fine to fine,grey,wet,strong odor, <br /> S w/altematin light vs.dark grey1/8-114"laminae. <br /> SAND-v fine,grey,uniform,wet,strong odor. <br /> 40 <br /> N <br /> d <br /> 0 <br />