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,,ASSOCIATES INC LOG 0� BORING SB1 <br /> 1260 Groors ll K aodeOl fAdomm,95351 <br /> PROJECT THREE PALMS GROCERY LOCATION 6732 EAST HIGHWAY 88 STOCKTON, CA PROJECT NO 14565 0001 <br /> TE DRILLED _06/18L9B LOGGED BY TOM LUTTERMAN _ REVIEWED BY JEANNE HOMSEY C47410 <br /> ILLING COMPANY MAW DRIBB <br /> DRILLING DRILLER „L6RRY DILE METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER 8 IN DEPTH DRILLED 85 FT DEPTH TO WATER INITIAL &1 FT STATIC _ _ET <br /> CASING TYPE NA DIAMETER IN SCHEDULE INTERVAL _ FT TO _ ET <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---- -- TO a65 FT <br /> COMMENTS GROUNDWATER GRAB SAMPLE COLLECTED THROUGH AUGERS _ ._ __-_ PAGE 1 OF__L <br /> WELL DEPTH PID SAMPLE ID LITHOLOGIC DESCRIPTION <br /> DETAIL (rj_ PPM BLOWCOUNT LOG <br /> 0-2- ASPHALT <br /> 2 <br /> 4 SP <br /> Y-6 5/10 POORLY GRADED SAND (SP) >909: FINE-MEDIUM POORLY GRADED SAND <br /> 2 <10% FINES PALE YELLOW BROWN, NO PRODUCT ODOR, NO ORGANICS, <br /> 25 1 DRY, WEAK CEMENTATION, HOMOGENOUS <br /> 6 2 <br /> S <br /> 10 2q <br /> 921 1S SM <br /> 22 6 5/10-11 5/15 SILTY SAND (SM) 60% FINE POORLY GRADED SAND 40% FINES <br /> 12 MODERATE YELLOW BROWN STRONG PRODUCT ODOR NO ORGANICS DRY <br /> WEAK CEMENTATION HOMOGENOUS <br /> 14 <br /> $P-$81-15 q <br /> 7 <br /> 16 1141 10 SM <br /> 15 11 5/15-16 5/20 SILTY SAND (SM) 85% PINE POORLY GRADED SAND 15% FINES, <br /> MODERATE YELLOW BROWN, STRONG PRODUCT ODOR, NO ORGANICS DRY, <br /> WEAK CEMENTATION HOMOGENOUS <br /> t8 <br /> 20 <br /> 130 0 GW-GM <br /> 27 16 5/20-21 5/25 WELL GRADED GRAVEL WITH SILT AND SAND (GW-GM) >IOZ FINE- <br /> 22 COARSE WELL GRADED SAND 80% FINE-COARSE WELL GRADED GRAVEL <br /> <107.. FINES, PALE YELLOW BROWN, STRONG PRODUCT ODOR, NO <br /> ORGANICS, DRY, WEAK CEMENTATION HOMOGENOUS <br /> 24— <br /> SP-SBI-2.5 5 <br /> 9 <br /> 2 19 SW-SM <br /> 6 1178 <br /> 23 21 5/25-26 5/30-WELL GRADED SAND WITH SILT (SW-SM) >80% FINE-COARSE WELL <br /> GRADED SAND <10% FINE, POORLY GRADED GRAVEL <10 FINES, <br /> MODERATE YELLOW BROWN, STRONG PRODUCT ODOR NO ORGANICS, <br /> 28 WEAK CEMENTATION HOMOGENOUS <br /> 30 15 <br /> 22 SP <br /> 280 24 26 5/30-31 5/35 POORLY GRADED SAND (SP) >85% FINE-MEDIUM, POORLY <br /> 32 GRADED SAND <15%. FINES MODERATE YELLOW BROWN NO ORGANICS, <br /> WEAK CEMENTATION HOMOGENOUS <br /> 34 <br /> SP-$Bi-35 5 <br /> 35 <br /> 36 24 31 CL <br /> 35 31 5/35-36 5/40-LEAN CLAY (CL) 20% FINE, POORLY GRADED SAND 80% <br /> FINES NO DILATANCY, MEDIUM TOUGHNESS MEDIUM PLASTICITY <br /> MODERATE YELLOW BROWN TO MEDIUM DARK GRAY SLIGHT PRODUCT <br /> 38 ODOR ORGANICS ORY-MOIST WEAK CEMENTATION MOTTLED <br /> 40 1 \ <br />