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SECOR <br />l�. <br />MW -9B <br />Logged By. Dates Drilled: <br />Drilling Cmtmcl <br />1/17/01 <br />1 <br />CASCADE <br />CM 1/18/01 <br />DRILLING <br />See "I.egmd to Logs" for <br />Baring <br />NA <br />semphngmednd, <br />DiamWi-): <br />0 <br />chmi fications and laboratory <br />r Project Name: <br />CHEVRON 95775 <br />LODI, CA <br />Siirfacc Groundwater Depth (R): <br />F.lev•(W: 9 60 FIRST <br />CONTINUOUS CORE <br />DIRECT PUSH <br />MW -9B <br />Total <br />Drive <br />Description <br />Depth (ft): <br />wL(lbs.): <br />1 <br />Dist(ia): <br />217.0 <br />NA <br />NA <br />Well <br />Description <br />Construction <br />35- <br />A <br />0 <br />(GYPSUM?) in pockets (0,90,10,0). <br />0 <br />i+ <br />r. <br />2" BLANK <br />30 <br />SAND (SP):brown (10YR5/3), mostly fmr-grained with 25% medium -to <br />0 <br />coarse-grained, medium dense, dry (0,100,0,0)_ <br />CASING <br />GROUT <br />SANDY SILT (ML): light yellowish brown (10YR6/4), fine-grained sand, low <br />plasticity, very stiff, dry to moist, weak platy soil structure, iron oxide laminae <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 on 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 milling and may not be representative of subsurface conditions at other locations or times. <br />Project No. 077.43451.250 Date 3/9/01 Log of Well <br />95775B8.GP7 Approved by <br />LOG OFBOREHOLE <br />Figure (sheet 2 of 9) <br />SAND (SP): yellow (10YR8/6), free -grained, medium dense, dry {0,100,0,0). <br />35- <br />0 <br />i+ <br />2" BLANK <br />' <br />CASING <br />Saine as above. <br />0 <br />A <br />s+ <br />i+ <br />:T <br />45 <br />0 <br />SANDY SILT (ML): grayish brown (2.5Y5/2), fine-grained sand, low plasticity, stiff <br />k' <br />s,' <br />moist, subangular blocky soil structure (0,30,70,0). <br />e <br />. <br />SAND (SP): pale yellow (2.5Y8/3), fine -gained, medium dense, dry to moist <br />010020. <br />SILTY SAND (SM): light olive brown (2.5Y5/4), with trace clay, fine-grained sand, <br />dense, moist, subangular blocky soil structure, weak iron oxide cementation (0,70,25,5). <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 on 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 milling and may not be representative of subsurface conditions at other locations or times. <br />Project No. 077.43451.250 Date 3/9/01 Log of Well <br />95775B8.GP7 Approved by <br />LOG OFBOREHOLE <br />Figure (sheet 2 of 9) <br />