Laserfiche WebLink
C <br />• <br />SECOR <br />T i*nd Titcomomed <br />Logged By <br />Dates Dolled. <br />Dnlling Contractor <br />ProjectName <br />Me1hod/Egwp=9 <br />Well Number <br />2113/01 <br />CASCADE <br />CHEVRON 95775 <br />CONTINUOUS CORE <br />MW <br />CM <br />2/21101 <br />DRILLING <br />LODI, CA <br />DIRECT PUSH <br />-ss <br />See "Legend to Logs" forBonrig <br />Surface <br />Groundwater Depth (ft.) <br />Total <br />DriveDrop <br />B=Vhng method, <br />laboratorytestum <br />Dtam(m.) <br />Ekv (ft.) <br />Depth (ft) <br />wt(lbs) <br />Dist (1) <br />classificattons and <br />methods1 <br />8 <br />2200 <br />NA <br />NA <br />we11 <br />4 <br />a <br />DesmpUon <br />Construction <br />R <br />A� <br />a. <br />0 <br />SILTY CLAY (CL) light olive brown (2 5Y5/3), moderate plasticity, stiff, moist <br />(0,0,40,60) <br />r <br />r <br />U <br />7. <br />180 <br />t <br />t <br />SANDY SILT (ML) brown (10YR5/3), with clay, fine-gramed sand, low plasticity, <br />A <br />Ar <br />' <br />hard, moist, angular blocky soil structure, weakly cemented (0,30,55,15) <br />F <br />F <br />ti <br />yr <br />'* <br />185 <br />0 <br />Increasing clay content at 188 feet <br />i <br />a <br />190 <br />0 <br />SILTY SAND (SM). dark yellowish brown (10YR4/4), fine-grained sand, very dense, <br />BENTO <br />moist to wet, subangular blocky sort structure, cemented in zones (0,70,30,0) <br />SEAL <br />Three inch thick sand interbeds wet at 193 feet <br />SANDY SILT (ML) dark yellowish brown (10YR4/4), with clay, fine-grained sand, <br />hard, moist, subangular blocky soil structure, weakly cemented (0,25,65,10) <br />195 <br />0 <br />SILTY SAND (SM) dark yellowish brown (10YR4/4), fine -to medium grained sand, <br />very dense, moist to wet (0,75,25,0) <br />SAND (SP) brown (10YR530, medium -grained, dense, wet, micaceous (0,100,0,0) <br />The substrata desmpttons above are generalized representations and based upon visual/manual classification of cuttings and/or samples <br />obtained during dnllmg Predommant material types shown on the log may contain different materials and the change from one <br />predominant material type to another could be different titan indicated. Descnptions 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 43451.250 Date 3/20/01 <br />95775B8S GPI <br />LOG OF BOREHOLE <br />Log of Well <br />Approved by <br />Rguie (sheet 8 of 9) <br />