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i <br /> WATERtI ORK <br /> WELL/BORING LOG <br /> PROJECT WESTERN STONE TRACY _ LOCATION BIBL W, IITH STREET, TRACY. CA_ PROJECT HU. 20195-1 <br /> WELL/BORING NO, MW3 SURFACE ELEVATIONS WELLHEAD ELEVATION _ rT <br /> DATE DRILLED 10/24/B9 REVIEWED BY RUSSE-L JUNCAL R03864 LOGGED 3Y E• -TAYLOR- <br /> DRILLING <br /> AYLOR.DRILLING COMPANY OSTERBERG & STEWART DRILLER T. OLSEN METHOD HOLLOW./ STEM AUGER _ <br /> BORE HOLE DIAMETER 10 IN DEPTH DRILLED 21 FT DEP-.q TO WATE:s, INITIAL _ FL STATIC FT <br /> CASING TYPE —PVC F4BD — DIAMETER IN SCHEDULE ao INTERVAL_ o FT TCI � �T <br /> SCREEN TYPEPvc DIAMETER 2 IN SLOT SIZE o.Dzv rN INTERVAL— 6 Fr_ TO ET <br /> FILTER PACK TYPE MONTEREY SAND N3 INTERVAL 5 FZ TU 21 FT <br /> SURFACESEAL TYPE, 9 -ACK SAND SLURRY/9ENTONITE INTERVAL 0 FT TO _ 5 FT <br /> N13TES -- I <br /> E <br /> WELL I DEPTH I PID SAMPLE ID U,S,G, SOIL DESCRiPT[OMI <br /> DETAIL (F T,) (PPM) BLOWCOUNI LOG <br /> O 0-6' CONCRETE <br /> 6'-6' LN CLY (CL), TRACE SND, 2% SND, ANG-RND. M HqA WELL GRBR, <br /> 9B% CLY, H DRY STRNGTH, NG DLTNCY, H-H TGHNSS, H-H PLST, NPO, . <br /> . 2 SL MST, DRK $RN <br /> CL <br /> 4 <br /> I <br /> 6 6'-16' CLY SLT/SLTY CLY <HL/CL), L-H DRY STRNGTH, SL DLTNCY, H TGHNSS, <br /> H PLST, HPG, MST, YLLW ORN <br /> - MW3 <br /> $ 2 NOTE, WET AT 9 FEET <br /> 2 <br /> - _ 10 4 <br /> ML/CL <br /> 16'-21' LN CLY (CL), TRACE SND, 2% SNP: ANG-RND, N HRD, WELL GRDO <br /> 14 9gy, CLY, H 6RY STRNGTH, NO DLTNCY, M-H TGHNSS, M-H PLST, NPO, <br /> SL NST - MST, DRK BRN <br /> 16 <br /> CL <br /> 20 <br /> 22 <br /> 24 <br /> 26 <br /> RlJSSELL W. <br /> 28 -� <br /> 30 No. 3664 <br /> 32 �$OFL1�t�4��� <br /> 34 <br /> 36 <br /> 38 _ <br /> 44 <br /> ,r <br /> PAGE <br /> I <br />