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• • SECOR Logged By Dates Dnlled. Diilhng Contractor Pmject Name Me&xltEgmpmmt_ Well Number 1/25/01 CASCADE CHEVRON 95775 CONTINUOUS CORE CM 216101 DRILLING LODI, CA DIRECT PUSH Mw -18B See "Legend to Logs" for Boring Surface Groundwater Depth (ft) Total Dnve Drop smplin8 mood, laboratory Diam(m) Elev (ft) 57 FIRST Depth (ft.) wt(Ibs) Dist (m.) classifications and tesmi methods 8 135 0 NA NA Well fig, Descxlptron Construction .�� w w 0 I k 4 55 0 + + GROUT it ` w 60-- 0 CLAYEY SILT (ML): light olive brown (2 5Y5/3), fine-grained sand, moderate +` +` ' plasticity, very stiff to hard, moist (0, 15,65,20) 2" BLANK CASING SILTY SAND (SM) olive brown (2 5Y4/3), fine-grained sand, medium dense, wet ,t • (0,80,20,0) " . . 65- 0 SAND (SP) brown (7 5YR5/4), with silt, fine-grained, dense, wet (0,90,10,0) r r w w 70 0 L, Y SILTY SAND (SM) dark yellowish brown (10YR4/6), fine -to medium -grained sand, medium dense wet 0 85 15 0 BENTO SANDY SILT (ML) brown (10YR5/3), fine-grained sand, stiff, moist to wet SEAL (0,40,60,0) The substrata descriptions above are generalized representations and based upon visual/manual classification of cuttings and/or samples obtained during drilling Predominant material types shown on the log may contain different materials and the change from one predominant material type to another could be different than indicated Descriptions on this log apply only at the specific location at the time of drilling and may not be representative of subsurface conditions at other locations or times 0 Project No 077 43451250 Date 3/8/01 Log of Well 95775B11 GPJ LOG OF BOREHOLE Approved by Fgiire (sheet 3 of 6)