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Stante <br /> Logged By: Date Drilled: Drilling Contractor Project Name: Method/Equipment: well Number: <br /> Gregg Drilling& 7-11 #14117 Well Install 8"Hollow Stem Auger <br /> CR,ES 12/31/08 `Testing Stockton LAR I-3 <br /> -Boring Surface Groundwater Depth(ft.): Total Drive Drop <br /> Diam.(in.): Elev.(ft.): V 10 First Water- Depth(ft.): wt•(lbs.): Dist.(in.): <br /> 8 35.0 — <br /> � ( v v <br /> > <br /> o a 7-Well t- <br /> r � Description n <br /> Construction o c <br /> Q � rn rn <br /> Ln <br /> FINE SAND(SV17: Very Dark Gray,wet,soft,(0,95,5,0), 12.6 1-3 0410 <br /> -25' <br /> 0,020" 30 1 5.4 1-3 0915 <br /> Slotted Pipe - _ 30' <br /> SILT(ML): Dark Greenish Gray(513G 4/1), wet,soft,slightly <br /> lastic, (0,0,90,10_). <br /> SILTY CLAY(CL): Dark Greenish Gray,moist,stiff,plastic, rl 6"7 <br /> (0,0,50,50). I'; 8.4 <br /> _ MEDIUM TO COARSE SAND(SNN�: Sluff? <br /> 35 Soupy Sand(sluff?) 8.8 1-3 0930 <br /> •I - 35 <br /> I <br /> I <br /> 40 <br /> i I <br /> 1 I <br /> i <br /> 45 <br /> Tile substrata descriptions above are generalized representations and based upon visual/manual classification of cuttings and,'or <br /> samples obtained during drilling. Predominant material types shown on the log may contain different materials and the change tTom <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 NNo. 77EL.14117.09 Date 1/8/09 CR Log Of Weil <br /> 1-2'RgROiJC;I l 1-5.G?J Figure <br /> LOG O(BORE}POLE <br /> (sheet 2 ol'2) <br />