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1260 Qoo DK mw S���IN1a,9w LOG OF BORING GPI
<br /> PROJECT THREE PALMS GROCERY LOCATION 6732 EAST HIGHWAY 88, STOCKTON, CA PROJECT NO 14885 0001
<br /> DATE DRILLED 03/24/04 and 03/25/04LOGGED BY NATHAN CHRISTMAN REVIEWED BY JEANNE HOMSEY C47410
<br /> RILLING COMPANY WOODWARD DRILLING DRILLER RICKY METHOD GCOR-be
<br /> BORE HOLE DIAMETER 2 IN DEPTH DRILLED -- 91 FT- DEPTH TO WATER INITIAL 91 FT STATIC 88 FT
<br /> CASING TYPE NA DIAMETER IN SCHEDULE INTERVAL FT TO FT
<br /> SCREEN TYPE .NA DIAMETER IN SLOT SIZE IN INTERVAL FT TO FT
<br /> FILTER PACK TYPE NA INTERVAL _ FT TO FT
<br /> SURFACE SEAL TYPE _NEAT CEMENT _ _ INTERVAL _ 0 FT TO Al FT-
<br /> COMMENTS _GROUNDWATER GRAB SAMPLE COLLECTED THROUGH TREMMIE PIPE PAGE 1 OF---!-
<br /> WELL
<br /> F3WELL DEPTH PID SAMPLE ID LITHOLOGIC DESCRIPTION
<br /> DETAIL FT PPM BLOWCOUNT LOG
<br /> 0-2" ASPHALT
<br /> 2
<br /> HAND CLEARED FROM 0-5'
<br /> 4
<br /> 6 4
<br /> 8 SM
<br /> 5'/55-6/8' SILTY SAND (SM) 70X FINE—MEDIUM, POORLY GRADED SAND,
<br /> 291 3OX FINES, BROWN, NO PRODUCT ODOR, NO ORGANICS,
<br /> DRY, WEAK CEMENTATION, HOMOGENOUS
<br /> 10
<br /> 12 SP
<br /> t48 8/9 5-10/12' POORLY GRADED SAND (SP) 80X FINE, POORLY GRADED SANQ,
<br /> 20X FINES, REDDISH BROWN, NO PRODUCT ODOR, NO ORGANICS, DRY,
<br /> WEAK CEMENTATION, HOMOGENOUS
<br /> —14-
<br /> -16— SP 12/15 5–t6/16' POORLY GRADED SAND (SP) 85X FINE, POORLY GRADED SAND,
<br /> 15X FINES, BROWN, NO PRODUCT ODOR, NO ORGANICS, DRY,
<br /> 5000 WEAK CEMENTATION, HOMOGENOUS
<br /> 18
<br />' 20 SP
<br /> 16/18-19 5/20' POORLY GRADED SAND (SP) 95X FINE, POORLY GRADED SAND,
<br /> 15% FINES, BROWN, MODERATE PRODUCT ODOR, NO ORGANICS,
<br /> 767 DRY TO MOIST, WEAK CEMENTATION, HOMOGENOUS
<br /> 22
<br />' 24 SP
<br /> 20/20-20 5/24' POORLY GRADED GRAVELLY SAND (SP) GOX MEDIUM, POOR GRADED
<br /> 120 SAND, 40X COARSE, SURROUNDED GRAVELS, LIGHT BROWN, MODERATE
<br /> PRODUCT ODOR, NO ORGANICS, DRY, WEAK CEMENTATION, HOMOGENOUS
<br /> —26-
<br /> 28— SP 4/27 5-28/28' POORLY GRADED GRAVELLY SAND (SP) BOX MEDIUM, POOR GRADED
<br />' 767 SAND, 209 COARSE, SURROUNDED GRAVELS, LIGHT BROWN, SLIGHT
<br /> PRODUCT ODOR, NO ORGANICS, DRY, WEAK CEMENTATION, HOMOGENOUS
<br /> 30
<br /> 32 \sp —
<br /> a92
<br /> 28/31 5-32/32' GRAVELLY SANDY (SP) 70X FINE—MEDIUM, POORLY GRADED SAND,
<br /> 30% COARSE SUBROUNDED GRAVELS, YELLOW BROWN, STRONG PRODUCT
<br /> ODOR, NO ORGANICS, WEAK CEMENTATION, HOMOGENOUS,
<br /> 34-
<br /> -36—
<br /> -32/35 32/35 5--36/36' INORGANIC SANDY CLAY (CL) tOX FINE. POORLY
<br /> 460 CL GRADED SAND, 9OX FINES, BROWN, NO ORGANICS,
<br /> WEAK CEMENTATION, HOMOGENOUS
<br /> 38 36/39 5-40/40' SANDY INORGANIC CLAY (CL) 10X FINE, POORLY GRADED SAND,
<br /> 9OX FINES, NO DILATANCY, LOW TOUGHNESS, MEDIUM PLASTICITY,
<br />' DARK BROWN. MODERATE PRODUCT ODOR
<br /> 40 CL NO ORGANICS, DRY, WEAK CEMENTATION
<br />
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