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Stantec <br /> Logged By: Date Drilled: Drilling Contractor Project Name: Method/Equipment: Wd Numbcr: <br /> Gregg Drilling& 7-11#14117 Well Install 8"Hollow Stem Auger <br /> CR,ES 1 12/31/08 Testing I Stockton I LAR 1.3 <br /> Boring Surface Groundwater Depth(ft.): Total Drive Drop <br /> Diam.(in.): Elev.(ft.): 10 First Water Depth(ft): wt.(lbs.): Dist.(in.): <br /> 8 35.0 <br /> v a 2 N <br /> Well a Description a <br /> Construction g C <br /> A <br /> v7 <br /> Well Box Grass surface <br /> •;, <br /> Hand Auger to 5'bgs <br /> SILTY CLAY(CL): Dark Brown,damp,stiff,plastic,no HC <br /> odor (0,0,20,80). <br /> Grout <br /> 5 0.0 1-3 0850 <br /> -5- <br /> CLAY(CL): Dark Gray(7.5YR 4/1),dry,damp,stiff,plastic,no <br /> HC odor (0,5,15,80). <br /> 2.5 I-3 0855 <br /> -10' <br /> $� 10 SILTY CLAY(CL): Dark Gray(7.5YR 4/1),dry/damp,stiff <br /> (0,10,20,70). <br /> Grout <br /> 6.2 1-3 0900 <br /> -15' <br /> IS SILT(ML): Gray(10YR 5/1),moist,soft,slightly plastic,no FIC <br /> odor,(0,0,95,5). <br /> Bentonite <br /> Seal <br /> #3 Sand <br /> MEDIUM TO COARSE SAND(SW): Gray to Dark Gray(10YR 6.4 <br /> 20 4/1),wet,loose, (0,100,0,0). 8.2 <br /> 7.8 1-3 0905 <br /> Medium to coarse -20' <br /> 9.! <br /> 3.8 <br /> 0.020" Medium 10.6 <br /> Slotted Pipe <br /> MEDIUM TO COARSE SAND(SW): Very Dark Gray as 13.9 <br /> below(0,100,0,0). <br /> Medium Sand 12.9 <br /> The substrata descriptions above are generalized representations and based upon visualimanual classification ot'cuttings and/or <br /> samples obtained during drilling. Predominant material types shown on the log may contain different materials and the change from <br /> one predominant material type to another could be different than indicated. Descriptions on this log apply only at the specific location <br /> at the time of drilling and may not be representative of subsurface conditions at other locations or times. <br /> Project No. 77EL.14117.09 Date 1/8/09 CR Log UI'Well <br /> I-2 714ROUGI I 1-5.GPJ <br /> LOG OF BORli1lOt.E <br /> (shcct I of3) <br />