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Project Boring <br /> PROJECT YAMIr/I OCATION Number D495 066 <br /> Numbs MW-I <br /> Unocal Corporauon Con- <br /> Unocal Service StaF <br /> No 5886 tractor Woodward Dnlltn Drt�Itng <br /> g Method $" Hollow Stem Auger <br /> ;2701WeWest March etockton, CaliforniDriller' Enc Forrstrom Drilling <br /> Rig BK-81 <br /> Stan 09/04/96 8 45 a m Completed 09/04/96 9 30 am <br /> ' Landowner Unocal Corporation Surtax Logged <br /> Elev. -003 By J William Spent <br /> Sample Sample DepthBlow Scale Olsservattons <br /> ' Type No. Count t�t-m " Descstpuons or Materials <br /> (ia.) <br /> 1 � <br /> fit} and Conditions 0VM <br /> 0 tlmts PP' Commmu <br /> 1 FML <br /> 2 <br /> 3 <br /> 4 0 <br /> CAM MW-I-5 5 5 0-6 5 16 5 CLAYEY SILT light brown some Fine grant <br /> 22 sand, slight to low plasticity, dry, hard (ML) <br /> 24 6 <br /> 7 <br /> 8 <br /> 9 <br /> AM MW-I- 4 100- 18 10 CLAYEY SILT, light brown with oxide moul <br /> 10 7 115 trace fuze sand, low plasticity, motst, stiff(ML) 14 <br /> 9 11 <br /> 12 <br /> 13 <br /> 14 <br /> CAM MW-1- 7 150- 18 15 SILT, light brown with green and oxide motilin , <br /> 15 15 um 16 5 1G gypsdeposits, low to medium plasticity, 2 <br /> moist, very suff(ML) <br /> 17 <br /> 18 <br /> 19 <br /> CAM MW-I- 5 200- 18 20 <br /> 20 11 215 0 <br /> 13 21 <br /> 22 POORLY GRADED SAND light brown with <br /> greemsh-gray banded fine grain sand, saturated <br /> CAM MW-1- 5 235- 18 23 dense (SP) <br /> 25 9 250 Total Depth 25 0 feet I 4 <br /> 13 <br /> BOREHOLE WATER LEVEL DATA <br /> Data 09/06/96 09/09/96 <br /> Time 1106 a m 10 08 a m <br /> GWL 745 758 Ersrironrtteetal <br /> �. Consultants,Inc. <br /> Casing <br /> -T- <br /> D!p1t250 250 Sheet 1 of 1 <br />