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<br /> Logged By: Date Drilled Drilling Contractor Project Name: i�4ethod/Bquipment: well Nnmbcr
<br /> Gregg Drilling& 7-11414117 Well Install
<br /> CR,ES 1/8/09 Testing Stockton 8" hollow Stem Auger >(-2
<br /> Boring Surface Groundwater Depth(ft.): Total Drive Drop
<br /> Diam. in. : 1 Elev. f4. : SL Depth(ft.): wt.(lbs.): Dist.(in.):
<br /> ( ) f ( ) 11.5 First Water
<br /> 8 f 35.0 140 30
<br /> Well " ° 7 i
<br /> .d C4 3 Description g v
<br /> o a a
<br /> Construction -L)
<br /> va m
<br /> Q _ N N
<br /> 9 SANDY PEBBLY GRAVEL(Gw): bark Gray, 15.8 I-2 0940
<br /> (60,30,10,0). _I 12.9 -25'
<br /> PEBBLY,COARSE SAND(SW): Dark Gray,
<br /> (20,70,10,0).
<br /> EBBLE GRAVEL(GW):
<br /> SILTY,VERY FINE SAND(SNI-ML): Dark Greenish t
<br /> Gray(Sgy 4/1),wet,soft, (0,80,20,0).
<br /> 30 5 SILTY FINE SAND(SIM): As above,saturated,soft, 12.1
<br /> 0.020" 7 (0,70,30,0). 9.7 13-0 0955
<br /> Slotted Pipe 9 iSH,
<br /> FINE SAND(Sive: Dark Greenish Gray,saturated,soft, 18.3
<br /> 7 (0,100,0,0).
<br /> COARSE SILT TO VERY FINE SAND(ML): Dark 16.5
<br /> 9Green Gray,wet,(0,40,60,0). 17.4
<br /> qCOARSE SILT(Iv1L): As Above i 18.91-2 1020
<br /> 4As Above,very soft,plastic. 1 1 -35'
<br /> 35 8T(Mt l.): Dark Greenish Gray,(0,0,90,10).
<br /> CLAYEY SILT(CL-ML): As Above,wet,soft,plastic,
<br /> (0,0,80,20).
<br /> Grades stiffer
<br /> s Above,(0,0,70,30).__
<br /> SILTY CLAY(CL): Dark Greenish Gray,damp,stiff,
<br /> plastic,no HC odor, (0,0,50,50).
<br /> 40—
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<br /> The 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 from
<br /> one predominant material Type to another could be different than indicated. Descriptions on this log apply only al 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 of Well
<br /> I-2 THROUGH I-5.GPJ Figure
<br /> I,OG OF BOREH61.,F
<br /> (sheet 2 of 21
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