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<br /> AWASSOCIATES INC. ti../
<br /> 12M Glapfucs Urine,Yad*cgff iq mi LOG OF WELL M W 1
<br /> PROJECT T H LOCATION 1621 BROOKSIDEIyr- STOCKTON, CALIFORN!APROJECT NO. 17292,0001
<br /> DATE DRILLED 0925ga LOGGED BY REVIEWED BY
<br /> DRILLING COMPANY VAtW ❑RILIINr,iNO_ DRILLER RICK ITARRAr,AN METHOD
<br /> BORE HOLE DIAMETER a IN DEPTH DRILLED 24.5 FT DEPTH TO WATER : INITIAL -15 FT STATIC _X1.5 FT
<br /> CASING TYPE DIAMETER 2 IN SCHEDULE 4� INTERVAL 0 FT TO 8 FT
<br /> SCREEN TYPE _PVC DIAMETER 2 IN SLOT SIZE 0.020 IN INTERVAL a ET TO —23 FT
<br /> FILTER PACK TYPE RIAC I QNr9TAR Nn. 3 SAND INTERVAL 7 FT TO _ 24.5 FT
<br /> SURFACE SEAL TYPE T CEMENT OVER BENTQNITF
<br /> COMMENTS: INTERVAL _ 0 FT 70 7 FT,
<br /> PAGE F OF
<br /> WELL DEPTH PID SAMPLE ID LITHOLOGIC DESCRIPTION
<br /> DETAIL FT. (PPM) BLOWCOUNT LOG
<br /> 0-5" - Asphalt
<br /> 2
<br /> 4
<br /> MH/CL 6"-6.5/10' ELASTIC SILT-LEAN CLAY (MH/CL): <15% FINE, POORLY GRADED
<br /> 10 SAND; >85% FINES: LOW-MEDIUM DRY STRENGTH, NONE-SLOW
<br /> 6 5 15 DILATANCY, LOW-MEDIUM TOUGHNESS, LOW-MEDIUM PLASTICITY,
<br /> MODERATE YELLOW BROWN, NO PRODUCT ODOR, NO ORGANICS,
<br /> DRY-MOIST, WEAK CEMENTATION, HOMOGENOUS
<br /> — 8
<br /> 1 D SUSD-MINI-10.5
<br /> = 150 14
<br /> 16 ML 6.5/10-11.5/15SILT WITH SAND (ML): 15X FINE-MEDIUM, POORLY GRADED SAND;
<br /> 33 85% FINES; NO DRY STRENGTH, SLOW DILATANCY, LOW TOUGHNESS,
<br /> 12 NONE-LOW PLASTICITY, MODERATE YELLOW BROWN, MODERATE-
<br /> STRONG PRODUCT ODOR, NO ORGANICS, DRY-MOIST, WEAK
<br /> —_ CEMENTATION, HOMOGENOUS
<br /> SUSD-MINI-15.5 Q
<br /> 1 fi 4 35 CL 11.5/15-16.5/20' LEAN CLAY (CL): <15% FINE, POORLY GRADED SAND; >85X FINES;
<br /> MEDIUM-HIGH DRY STRENGTH, NO DILATANCY, LOW-MEDIUM
<br /> TOUGHNESS, MEDIUM PLASTICITY, PALE YELLOW BROWN, MODERATE
<br /> = 18 PRODUCT ODOR, NO ORGANICS, MOIST, WEAK CEMENTATION,
<br /> HOMOGENOUS
<br /> 20
<br /> = 3 23 MH 16.5/20-21,5/23' ELASTIC SILT WITH SAND (MH): 15X FINE, POORLY GRADED SAND;
<br /> 26 85X FINES; SLOW DILATANCY, LOW TOUGHNESS, LOW PLASTICITY,
<br /> 22 PALE YELLOW BROWN, MODERATE PRODUCT ODOR, NO ORGANICS,
<br /> SUSD-MINI-23.5 MOIST, WEAK CEMENTATION, HOMOGENOUS
<br /> ° 2.5 e
<br /> 24 2 CL 21,5/23-24.5' LEAN CLAY (CL): <15X FINE, POORLY GRADED SAND; >85X FINES:
<br /> 10 MEDIUM-HIGH DRY STRENGTH, NONE-SLOW DILATANCY, MEDIUM
<br /> TOUGHNESS, MEDIUM PLASTICITY, PALE YELLOW BROWN, MODERATE
<br /> 26 PRODUCT ODOR, NO ORGANICS, MOIST, WEAK CEMENTATION,
<br /> HOMOGENOUS
<br /> 28-
<br /> 30-
<br /> 32-
<br /> 34-
<br /> -36-
<br /> 38
<br /> 83032343&38
<br /> 40-
<br /> 42
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