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ASSOCIATES INC LOG OF WELL MW3 <br /> 1117 Inge Poh Aap>e;Sh k Y&dk Cffw 4 951 <br /> PROJECT THREE PALMS GROCERY LOCATION 5732 EAST HIGHWAY 33, STOCKTON, CA _ - _-_ PROJECT NO 14895.01101 <br /> DATE DRILLED 06/16/99 LOGGED 8Y REVIEWED BY JEANNE HOUSEY 047410 <br /> DRILLING COMPANY VAW DRILLING DRILLER ROBERT MCKERY _ METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER 9 IN DEPTH DRILLED 91 SIFT DEPTH TO WATER : INITIAL 80 FY STATIC 77 FT <br /> CASING TYPE PVC DIAMETER 2 IN SCHEDULE 40 INTERVAL Er TO 71.5 FT <br />' SCREEN TYPE PVC DIAMETER 2 IN SLOT SIZE 0,029 IN . INTERVAL 71.5--FT TO 91.5 FT <br /> FILTER PACK TYPE RMC LONESTAR NO, 3 INTERVAL 695 _FL TO 91 5 FT <br /> SURFACE SEAL TYPE NEAT CIENIENT OVER AENTOHIIE INTERVAL <br /> 0 FL TO 695 ET <br />' COMMENTS PAGE_L_OF 3 -- <br /> WELL DEPTH FID SAMPLE 10 LITHOLOGIC DESCRIPTION <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> 0-2.5' ASPHALT <br /> F <br /> M } <br /> ti� A 4 <br /> i� <br /> y � <br /> 2.5'-6/10' LEAN CLAY (CL) <15% FINE, POORLY GRADED SAND, >85% <br /> ' M^ 4 CL FINES, MEDIUM-HIGH DRY STRENGTH. NONE-SLOW DILATANCY, LOW <br /> TOUGHNESS, MEDIUM PLASTICITY. MODERATE YELLOW BROWN, NO <br /> �_- PRODUCT ODOR, NO ORGANICS, DRY-MOIST. WEAK CEMENTATION, <br /> 2.2 7 HOMOGENOUS <br /> 4� <br /> '-' <br /> 10— <br /> 2.2 211 6/10-11 5/15' SILTY SAND (SM) 70% FINE, POORLY GRADED SAND; 30% FINES. <br /> b Std MODERATE YELLOW BROWN. NO PRODUCT ODOR. NO ORGANICS, <br /> 27 DRY-MOIST, WEAK CEMENTATION. HOMOGENOUS <br /> w <br /> .+ 14 <br /> .,+ <br /> x 2.5 <br /> 12 <br /> _ 7 ig 13 <br /> Is SP-SIA 11.5/15-10 5/20' POORLY GRADED SAND WITH SILT ((SP-SM): 9OX FINE, POORLY <br /> GRADED SAND. 10% FINES; MODERATE YELLOW BROWN. NO <br /> �- PRODUCT ODOR. DRY-MOIST. WEAK CEMENTATION. HOMOGENOUS <br /> � rt1 18 <br /> Fs <br /> 20 2.5 14 <br /> ' A.e8 2 <br /> +; .� 28 <br /> 4= 24 GW-GM <br /> 18 5/20-26/30' WELL GRADED GRAVEL WITH SILT AND SAND (GW-GM) 30% <br /> .• 'c <br /> 25 21 FINE-COARSE, WELL GRADED SAND, 6071E FINE-COARSE GRAVEL. <br /> 30 10% FINES. MODERATE YELLOW BROWN. NO PRODUCT ODOR, NO <br /> �. 26 ORGANICS. DRY. WEAK CEMENTATION, HOMOGENOUS <br /> a <br /> K' <br /> 25 22 <br /> 23 SW-SM26/30-31 5/35' WELL GRADED SAND WITH SILT AND GRAVEL (SW-SM) 70M <br /> 22 FINE-COARSE, WELL GRADED SAND, 20% FINE-COARSE GRAVEL. <br /> 32 IDX FINES. MODERATE YELLOW BROWN. NO PRODUCT ODOR, NO <br /> ORGANICS. DRY. WEAK CEMENTATION. HOMOGENOUS <br /> k <br /> �y <br /> 3Q <br /> 2s 10 <br /> fi <br /> 'ell36- 21 Sb <br /> +� 30 31 5/35-36 5/40` SILTY SAND WITH GRAVEL (SM) 609 FINE, POORLY GRADED <br /> SAND. 20% FINE-COARSE GRAVEL, 20X FINES, PALE YELLOW <br /> BROWN TO MODERATE BROWN, NO PRODUCT ODOR, NO <br /> y, $$ ORGANICS. DRY-MOIST. WEAK CEMENTATION, HOMOGENOUS <br /> •r <br /> 40 SP-SM <br />