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ASSOCIATES INC <br /> ' IM(00z k-t-kddA C 90a,9WI LOG OF WELL MW2 <br /> PROJECT_ VAN_QYKEN PROPERTY LOCATION 215 .WE5LMAIN-STREET. RIPON. CA„ PROJECT NO 14281-12001 <br /> DATE DRILLED 021899 LOGGED BY--TOM-LUTTERMAN REVIEWED BY JEANNE HOMSEY 047410-- <br /> DRILLING COMPANY _y,&W ORII I iNr INr-' DRILLER METHOD HOLT OW STEM AUGER BORE HOLE DIAMETER --8 IN DEPTH DRILLED 39 FT DEPTH TO WATER INITIAL 27 FT STATIC SEL <br /> CASING TYPE _- PVC DIAMETER _ 2 IN SCHEDULE 4— INTERVAL 0 FT TO 18.5 FF <br /> SCREEN TYPE EVCDIAMETER -2 IN SLOT SIZE _DQ2D____jbL INTERVAL is-5 � ET TO _ 38.5 FT <br /> FILTER PACK TYPE INTERVAL i FLS_ ET TO 3A.5 FT <br /> ' SURFACE SEAL TYPE NEAT CEMENT OVER-BENTONITE INTERVAL 0 _ FT TO _ 16.5 FT <br /> COMMENTS PAGE 1 OF <br /> WELL DEPTH PID SAMPLE ID UTHOLOGIC DESCRIPTION <br /> RETAIL FT PPA! BLOWCOUNT LOG <br /> 0-2" - Aspflan <br /> 2 <br /> ' 4 <br /> SM 2'-6 5/10' SILTY SAND (SM) <85X FINE-MEDIUM POORLY GRADED SAND <br /> S >15% FINES MODERATE YELLOW BROWN NO PRODUCT DOOR, DRY- <br /> ' 6 .35 4 MOIST WEAK CEMENTATION HOMOGENOUS <br /> S <br /> 8 \ <br /> to 35 7 <br /> 8 <br /> to <br /> ' 12— <br /> 5P 65/40-155/20 POORLY GRADED SAND (SP) >959 FINE-MEDLUM POORLY GRADED <br /> 14 SAND <5X FINES PALE YELLOW BROWN NO PRODUCT ODOR <br /> 10 DRY-MOIST WEAK CEMENTATION HOMOGENOUS <br /> 16 35 12 <br /> 15 <br /> i <br /> ' 18 <br /> —20- <br /> 35 30 165/20-215/20 ELASTIC SILT WITH SAND (MH) >15% FINE-MEDIUM, POORLY GRADED <br /> ' I 36 MH SAND, <85X FINES. LOW-MEDIUM DRY STRENGTH, NONE-SLOW <br /> 22 DILATANCY LOW TOUGHNESS LOW-MEDIUM PLASTICITY MODERATE <br /> YELLOW BROWN NO PRODUCT DOOR MOIST, WEAK CEMENTATION, <br /> HOMOGENOUS <br /> ' - <br /> —24- <br /> 215/25-26' WELL GRADED SAND (SW) >95X ONE-COARSE, WELL GRADED SAND <br /> 3 5 25 SW <5X FINES, PALE-MOOERATE YELLOW BROWN NO PRODUCT ODOR, <br /> _ 26 30 WET WEAK CEMENTATION HOMOGENOUS <br /> 31 <br /> CL Q <br /> 26-26 5/30' LEAN CLAY WITH SAND (GL) <15X FINE-MEDIUM POORLY GRADED <br /> _ 28 SAND >85X FINES NO DRY STRENGTH LOW-MEDIUM TOUGHNESS <br /> j MEDIUM PLASTICITY, MODERATE YELLOW BROWN NO PRODUCT <br /> — NSI-MW2-30 5 ODOR NO ORGANICS MOIST-WET, WEAK CEMENTATION, HOMOGENOUS <br /> 30 9 t3 <br /> 31 <br /> $o SM 26 5/30-31 5/35 SILTY SAND (SM) <85X FINE-COARSE SAND >15X FINES <br /> 32MODERATE YELLOW BROWN, NONE-SLIGHT PRODUCT ODOR, NO <br /> ' ' \ ORGANICS, WET, WEAK CEMENTATION, HOMOGENOUS <br /> 34 \ \ <br /> 4 D 3t SM 31 5/35-36 5/38' SILTY SAND (SM) 60% FINE POORLY GRADED SAND 40% FINES, <br /> ' t 36 33 T) MODERATE YELLOW BROWN, NO PRODUCT ODOR, NO ORGANICS, <br /> WET, WEAK CEMENTATION, HOMOGENOUS <br /> 38 35 CL 365/38-39 LEAN CLAY (CL) <SX FINE POORLY GRADED SAND >95X FINES <br /> 3 5 45 HIGH DRY STRENGTH NO DILATANCY MEDIUM TOUGHNESS, MEDIUM <br /> PLASTICITY, MODERATE YELLOW BROWN NO PRODUCT ODOR NO <br /> 4D ORGANICS, WEAK CEMENTATION HOMOGENOUS <br /> ' 42 <br />