Laserfiche WebLink
5— ` aNO g. <br /> r -lr! yam <br /> WELL/BORING NG. U-$ <br /> LOCATION MAP p� 1 PACIFIC ENVIRONMENTAL GROUP,INC. PAGE 1 OF 1 <br /> go��n Cha V I <br /> PROJECT NO, 310-01.41 CLIENT; UNOCAL <br /> oU-B I LOGGED BY: TLR DATE DRILLED: 5-9-91 <br /> DRILLER:WI I LOCATION: 8203 E.lith St,Tracy <br /> DRILLING METHOD: HSA HOLE DIAMETER: 8" <br /> al SAMPLING METHOD: CAL MOD HOLE DEPTH:"16.5' <br /> WELL DIAMETER: NA <br /> NQPJL CASING TYPE: NA WELL DEPTH: NA <br /> �iIN SING EVA tO SLOT SIZE: NA <br /> GRAVEL PACK: NA CASING STICKUP: NA <br /> z <br /> LU 0 <br /> CL <br /> WELL z LITHOLOGYIREMARKS <br /> CL <br /> COMPLETIONW <br /> rii <br /> 50 0 z LU <br /> SM SILTY SAND;medium brown;25-35%low plasticity lines; <br /> Sackfilled skip graded from fine sand to medium sand and fine <br /> with 1 gravel;medium dense;faint product odor. <br /> Grout <br /> 2 <br /> 3 <br /> 4 <br /> 5 <br /> 1 Dp 504 19 ML SILT;dark gray to green;low plasticity;5-10%fine sand; <br /> Mst 6 very stiff;moderate product odor. <br /> Wt 200 12 7 <br /> 8 <br /> 3.8 a50 SM SILTY SAND;medium brown to dark ;20 8 -30%low <br /> brown <br /> Dry- g ML plasticity fines;medium sand to fine gravel;stiff;no <br /> Dp to faint product odor. <br /> 10 SILT;yellow brown;low plasticity;)<i%fine sand;very <br /> dense;no product odor. <br /> 11 <br /> 12 <br /> i <br /> 13 <br /> t <br /> .. , <br /> 14 <br /> ^ 15 @i 5':yellow brown;low plasticity;<5%medium sand; <br /> Wt 0.8 37 <br /> i anisotropic moisture distribution;hard;no product odor. <br /> 16 <br /> ,r <br /> 17 <br /> 18 BOTTOM OF BORING AT i6.5' <br /> 19 <br /> 20-- <br /> 21 <br /> :� 22 <br />