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• <br />• <br />• <br />SECOR <br />r&ffw&nd rrawrnnrutut <br />Logged By <br />Dates Dolled <br />Dolling Contactor I <br />Project Name <br />Mexhod/Egmpment <br />Well Number <br />215/01 <br />I <br />CASCADE <br />CHEVRON 95775 <br />CONTINUOUS CORE <br />MW -20B <br />CM <br />217101 <br />DRILLING <br />LODI, CA <br />DIRECT PUSH <br />See "Legend to logs" for <br />= <br />Bonng <br />Dmm.(m) <br />Suirface Groundwater Depth (ft) <br />�' (R) 57 FIRST <br />Total <br />Depth (ft } <br />Dnve <br />wt(lbs) <br />Drop <br />Dist (in.) <br />e and <br />g <br />1400 <br />NA <br />NA <br />shine echo <br />tes methods <br />>' <br />Welld§ <br />Desc�tptton <br />Construction <br />Q{ <br />0 <br />SAND (SP) brown (10YR5/3), medium -grained, dense, wet, micaceous (0,100,0,0) <br />105 <br />0 <br />SANDY SILT (ML) light brownish gay (10YR6/2), fine-grained sand, low plasticity, <br />hard, dry to moist, subangular blocky soil structure, weakly cemented (0,30,70,0) <br />110 <br />Same as above, wet <br />0 <br />Color change to white (10YR8/1), pure silica silt. <br />115 <br />Water came m slow on HydroPunch, it was hot and muddy - auger water <br />SAND (SP) brown (10YR5/3), with silt, fine -to medium -grained, dense, wet <br />(0,90,10,0) <br />120 <br />0 <br />The substrata descriptions above are generalized representations and based upon visual/manual classification of cuttings and/or samples <br />obtained during drilling Predominant material types shown cn the log may contain different materials and the change from one <br />predominant material type to another could be different than indicated Descriptions on this log apply only at the specific location at the <br />time of drilling and may not be representative of subsurface conditions at other locations or times <br />Project No 077.43451250 Date 3/21/01 <br />95775B4 C3PJ <br />LOCA OF BOREHOLE <br />Log of Well <br />Approved by <br />Figure (sheet 5 of 6) <br />