|
AWC
<br /> ASSOCIATES INC.
<br /> 1111 lme PoYn k'sh R Modesto,Gifalli4 MEI LOG OF 'WELL MW 1
<br /> PROJECT EGGIMAN PROPERTY LOCATION 1112 EAST HARDING WAY, STOCKTON, CALIFORNIA PROJECT NO. 54,92954,0001 —
<br /> 4.92 .0001,_
<br /> SDATE DRILLED 11/15/01 LOGGED BY JOHN SELLMAN REVIEWED BY JEANNE HONSEY C47410
<br /> DRIWNG COMPANY _WOODWARD DRILLING ,,,,,,,,,,,_ DRILLER TONY ALAZAR METHOD HOLLOW STEM AUGER
<br /> BORE HOLE DIAMETER B IN DEPTH DRILLED 55 FT DEPTH TO WATER : INITIAL 43.3 FT STATIC _ FT
<br /> CASING TYPE . PVC DIAMETER 2 IN SCHEDULE 40 _ INTERVAL .- o FT TO 35 FT
<br /> SCREEN TYPE PVC DIAMETER 2 IN SLOT SIZE 0AU9__jhL INTERVAL 35 FT TO 55 Fr
<br /> FILTER PACK TYPE INTERVAL 33 FT TO 35 FT
<br /> t SURFACE SEAL TYPE INTERVAL — D FT TO 33 FT
<br /> COMMENTS: PID BACKGROUND CONCENTRATIONS APPROXIMATELY 0 PPM PAGE__L_OF
<br /> WELL DEPTH PID UTHOLOGIC pE5CR1PT10N
<br /> ' DETAIL FT. PPY BLOWCDUNT LAG
<br /> 0-2' ASPHALT
<br /> 2-
<br /> 4 —
<br /> SAND
<br /> 4SAND (SP : BOX FINE. POORLY GRADED SAND; 10X FINES;
<br /> SP BROWN, NO PRODUCT DOOR, NO ORGANICS,
<br /> ' 0,7 1Z DRY, WEAK CEMENTATION, HOMOGENOUS
<br /> 8 14
<br /> B
<br /> '
<br /> 10-
<br /> 0 17 ML 6.5/10-11/15` SILT (ML): 10X FINE, POORLY GRADED SAND; BOX FINES;
<br /> ' BROWN, NO PRODUCT ODOR. NO ORGANICS,
<br /> 12 DRY, WEAK CEMENTATION, HOMOGENOUS
<br /> i
<br /> 114-
<br /> 0.2 11
<br /> 16 ML 11/15-16.5/20' SILT (ML): 3OX VERY FINE, POORLY GRADED SAND; 70X FINES;
<br /> 1 B 23 BROWN, NO PRODUCT ODOR, NO ORGANICS,
<br /> ' MOIST. WEAK CEMENTATION, HOMOGENOUS
<br /> 18 �
<br /> ' 20 2B
<br /> 0.7 so
<br /> YL 16.5/20-21/25' SILT (ML): 1 DOX FINES. YELLOWISH RED;
<br /> SLIGHT PRODUCT ODOR, NO ORGANICS
<br /> 22 MOIST, WEAK CEMENTATION, HOMOGENOUS
<br /> 24
<br /> ' 0.7 22
<br /> 28 37 SM 21/25-26.5/30' SILTY SAND (SM): BOX FINE, POORLY GRADED SAND; 40% FINES
<br /> YELLOWISH REED, SLIGHT PRODUCT ODOR, MOIST
<br /> \ WEAK CEMENTATION, HOMOGENOUS
<br /> 28 �
<br /> 30 4.D 15
<br /> ' 20 SP 26.5/30-315/35' POORLY GRADED SAND (SP): BOX FINE, POORLY GRADED SAND;
<br /> .
<br /> 25 10X FINES; BROWN, NO PRODUCT ODOR. NO ORGANICS,
<br /> 32 MOIST. WEAK CEMENTATION, HOMOGENOUS
<br /> c.
<br /> 34 MWI-35.s
<br /> f 14 20
<br /> �, 38 36
<br /> 35
<br /> ' =d OL 31.5/35-41.5/45' ORGANIC SILT-CLAY (OL): 100X FINES; NO DILATANCY, LOW TO
<br /> MODERATE TOUGHNESS. LOW PLASTICITY, GRAY. SLIGHT PRODUCT
<br /> ODOR. ORGANICS. MOIST, WEAK CEMENTATION. HOMOGENOUS
<br /> 38
<br /> t
<br /> 1 } j 40
<br />
|