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LOCATION MAP PACIFIC ENVIRONMENTAL GROUP INC. <br /> WELL NO. U-9 <br /> PAGE 1 OF 1 <br /> PROJECT NO. 310-01.03 CLIENT: UNOCAL <br /> LOGGED BY: DEM DATE DRILLED: 3-12-92 <br /> ::: <br /> p 0 DRILLER: WHM <br /> ° LOCATION: 8203 E. 11 th Street <br /> DRILLING METHOD: HSA HOLE DIAMETER: 10" <br /> Q U-gQ o SAMPLING METHOD: CAL MOD HOLE DEPTH: 16 1/2' <br /> `- CASING TYPE: Sch 40 PVC WELL DIAMETER: 3" <br /> _NORTHING FASTING ELEVATION SLOT SIZE: 0.020" <br /> 44.14 GRAVEL PACK: 2 x 12 SAND WELL DEPTH: 15' <br /> CASING STICKUP: -0.40' <br /> r Z <br /> W O <br /> WELL z z a � } .9 v a <br /> COMPLETION co z ? F W W a LITHOLOGY/ REMARKS <br /> .r p 0 Zo a. Uj Oa _J <br /> Lit <br /> 20 a- am au- ¢ � C7 O <br /> rnZ <br /> W <br /> W 2 <br /> U <br /> 4 SILTY CLAY: dark brown; low plasticity; <10%fine <br /> Dp- sand; trace subrounded coarse sand;trace <br /> Mst 0.1 12 6 CL subrounded gravel; micaceous; stiff; no product odor. <br /> 8 @a 5 1/2': change to light brown. <br /> � Dp <br /> < O Mst ND 20 10 Qa 10': dark brown;low plasticity; <10%fine sand;trace <br /> z 12 subrounded coarse sand;trace subrounded gravel; <br /> M micaceous; very stiff;no product odor. <br /> 14 / <br /> DID ND 8 36 /i Qa 15':dark brown to light brown; low plasticity; silty; <br /> SM micaceous; trace fine sand; root material; firm to stiff; <br /> 18 no product odor. <br /> SILTY SAND: light brown; 35-45% fines; micaceous; <br /> 20 loose;no product odor. <br /> BOTTOM OF BORING AT 16 1/2' <br /> 22 <br /> 24 <br /> 26 <br /> 28 <br /> 30 <br /> 32 <br /> u <br /> 34 <br /> 36 <br /> 38 <br /> -• 40 <br /> 42 <br /> 44 <br /> r <br />