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' ASSOCIATES INC <br /> 1117 In pdm hmA se Q*&A G> mK 95 1 LOG OF WELL M W 1 <br /> PROJECT THREE PALMS GROCERY LOCATION 6732 EAST HIGHWAY 33, STOCKTON, CA PROJECT N0. 10610001 <br /> DATE DRILLED 06/15/99 LOGGED BY TOM IJ=RMAN - REVIEWED BY JEANNE HOMSEY C47411 <br /> DRILLING COMPANY VAN DRILLING DRILLER FRANK RAMIREZ METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER B IN DEPTH DRILLED 91 FT_ DEPTH TO WATER INITIAL B�o FT STATIC 77 FT <br />' CASING TYPE PVC DIAMETER 2 IN SCHEDULE 40 INTERVAL _. A FT TO 71 El <br /> SCREEN TYPE PVC DIAMETER 2 IN SLOT SIZE 9,020 IN INTERVAL 21 Er TO 91 FT <br /> FILTER PACK TYPE RMC LONESTAR NO, 3 INTERVAL 69 FT TO 91 FC <br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL 0 ET TO 67 FT <br /> COMMENTS PAGE--I-OFA_ <br /> WELL DEPTH FID SAMPLE In UTHOLOGIC DESCRIPTION <br /> DETAIL FT I BLOWCOUNT LOG <br /> ASPHALT <br /> 2 <br /> LEAN CLAY (CL) <15% FINE, POORLY GRADED SAND, >85X <br /> 4 CL FINES, LOW-MEDIUM TOUGHNESS, LOW-MEDIUM PLASTICITY, <br /> MODERATE YELLOW BROWN. NO PRODUCT ODOR. NO ORGANICS, <br /> DRY, WEAK CEMENTATION. HOMOGENOUS <br /> 2.0 27 <br /> t 6 30 <br /> 3D <br /> Y y, <br /> 10 <br /> ? 2 0 ® SH 8/10-11 5/15' SILTY SAND (SM) 707E FINE, POORLY GRADED SAND, SOX EINES, <br /> y 15 MODERATE YELLOW BROWN, NO PRODUCT ODOR, NO ORGANICS, <br /> DRY, WEAK CEMENTATION. HOMOGENOUS <br /> —14- <br /> 7 <br /> f47 <br /> _? = 7 <br /> ti 16 g SP-Sd 11 5/15-16.9/20' POORLY GRADED SAND WITH SILTSP-SM): DON FINE, POORLY <br /> GRADED SAND, 10X FINES. MODERATE YELLOW BROWN, NONE- <br /> , i SLIGHT PRODUCT ODOR. DRY, WEAK CEMENTATION. HOMOGENOUS <br /> " 1B <br /> —20- <br /> - <br /> 0 9 � <br /> 1 S GW-GM <br /> 1B 16.5/20-21 5/25' WELL GRADED GRAVEL WITH SILT AND SAND (GW-GM) SOX <br /> }+ 22 FINE-COARSE, WELL GRADED SAND, BOX FINE-COARSE WELL <br /> : GRADED GRAVEL. 1OX FINES, MODERATE YELLOW BROWN, <br /> MODERATE-STRONG PRODUCT ODOR. NO ORGANICS, DRY. <br /> "U WEAK CEMENTATION, HOMOGENOUS <br /> 24 <br /> r x: <br /> NP-MWI-25.5' <br /> 2.2 20 <br /> 20 <br /> 26 25 SP-SIA 21 5/25-26 5/30' POORLY GRADED SAND WITH SILT (SP-SM) 9OX FINE, POORLY <br /> GRADED SAND. 10X FINES, MODERATE YELLOW BROWN, NONE- <br /> SLIGHT PRODUCT ODOR. NO ORGANICS. WEAK CEMENTATION. <br /> 28 HOMOGENOUS <br /> f„ <br /> a <br /> � ' r BP-MRI^30.6' <br /> 30 2.5 28 <br /> •' SP 26 5/30-31 5/35 <br /> � ' POORLY GRADED SAND (SP) >95% FINE, POORLY GRADED SAND; <br /> 2� <br /> <5X FINES, MODERATE YELLOW BROWN. SLIGHT-MODERATE <br /> C 32PRODUCT ODOR. NO ORGANICS, DRY, WEAK CEMENTATION. <br /> r: HOMOGENOUS <br /> �a <br /> 34 <br /> 45 <br /> Y <br /> rr 13 <br /> }� 36 20 CL <br /> 21 31 5/35-36 5/40' LEAN CLAY (CL) <90X FINE, POORLY GRADED SAND; >70X <br /> FINES, MEDIUM--HIGH DRY STRENGTH, NO DILATANCY, LOW- <br /> 'y MEDIUM TOUGHNESS. MEDIUM PLASTICITY, MODERATE YELLOW <br /> yw 38 BROWN TO PALE YELLOW BROWN, SLIGHT-MODERATE PRODUCT <br /> 'fODOR. NO ORGANICS, DRY, WEAK CEMENTATION, HOMOGENOUS <br /> wo ML <br /> 140 <br />