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LEE 6 PIERCE, INC. LOG OF BORING LPB3 <br /> PROJECT FREMONT GATE LLC LOCATION 2911 E.FREMONT ST.,STOCKTON,CA <br /> PROJECT NO. EN-10759 <br /> DATE DRILLED 10/27/10 LOGGED BY JOHN LANE REVIEWED BY JOHN P.LANE RG No.6795 <br /> DRILLING COMPANY FISCH ENVIRONMENTAL,C57-683865 DRILLER RICK B. METHOD DIRECT PUSH.GEOPROBE 6600 <br /> BORE HOLE DIAMETER 2.25 IN DEPTH DRILLED 60 ET DEPTH TO WATER : INITIAL 55 PT STATIC NA FT <br /> CASING TYPE NA DIAMETER IN SCHEDULE INTERVAL FT TO FT <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 NEATCEMENTGROUT INTERVAL 0 FT TO 60 FT <br /> COMMENTS: CONTINUOUS CORE SAMPLING:GROUNDWATER SAMPLE COLLECTED AT 60 FEET PAGE--LOF 2 <br /> WELL DEPTH FID SAMPLE ID U.S.C.S. DESCRIPTION <br /> DETAIL (FT.) (PPM) BLOWCOUNT LOG <br /> F 6"CONCRETE AT SURFACE <br /> O 0-4' NO RECOVERY <br /> � <br /> — 2- <br /> z <br /> E <br /> 4 <br /> H 49' SILT(ML):10%FINE SAND,90%FINES;M STIFF,REDDISH BROWN,NO ODOR, <br /> w NO ORGANICS,DRY TO MOIST <br /> z 6 <br /> ML <br /> - 8- <br /> 9-12.5' SILTY CLAY TCL):<5%SAND,,95%FINES;V STIFF,LTOROWN,NO ODOR, <br /> 10 0 759-LPB3-10 TRACE ORGA IC5,DRY,CALICHE <br /> LL <br /> m 12 <br /> 12.5-18' SILTY CLAY(CL):<5%SAND,>95%FINES;V STIFF,LT BROWN,NO ODOR, <br /> 14 TRACE ORGANICS,MOIST,NO CALICHE <br /> CL <br /> 16 <br /> CLAEY SILT(MQ:�5%FINE SAND,,95%FINES;N-L DRY STRENGTH, <br /> 18 SLWYDILATANCY,L TOUGHNESS,N PLASTICITY,LT BROWN,NO ODOR, <br /> ML 15.19' TRACE ORGANICS,MOIST <br /> 19-21' SILTY SAND(SM):45-55%SAND,45-55%FINES:REDDISH BROWN,NO ODOR <br /> 20 0 759-LP83-20 SM <br /> 21-22.5' CLAYEY SILT(ML):<5%FINE SAND,195%FINES;N-L DRY STRENGTH, <br /> 22ML SLW DILATANCY,L TOUGHNESS,N PLASTICITY,LT BROWN,NO ODOR, <br /> TRACE ORGANICS,M0I5T <br /> SM 225-23.5'SILTY SAND(SM):45-55%SAND,45-55%FINES;REDDISH BROWN,NO ODOR <br /> 24 <br /> CL 23.5-25' SILTY CLAY(CL):LT BROWN,NO ODOR,TRACE ORGANICS <br /> 26 ML 25.27' CLAYEY SILT(ML):10%FINE SAND,90%FINES;REDDISH BRN,NO ODOR, <br /> ORGANICS <br /> ML 27-28' SANDY SILT(ML):30%FINE SAND,70%FINES;RED BRN,NO ODOR,ORGANICS, <br /> 28 MOIST <br /> 28-32' SILTY SAND(SM):70%SAND,30%FINES;REDDISH BRN,ORGANICS,MOIST <br /> 30 0 759-LPB3-30 SM <br /> 32 <br /> 32-37.5' POORLY GRADED SAND W/SILT(SP-SM):85%SAND,15%FINES; <br /> REDDISH BROWN TO LT BROWN,NO ODOR,TRACE ORGANICS,MOIST <br /> 34 <br /> SP-SM <br /> 759-LP83-35 <br /> 36 <br /> 38 <br /> CL 37.5-39.5' LEAN CLAY TCL1:<5%SAND,>95%FINES;M DRY STRENGTH,N DILATANCY, <br /> M TOUGHNESS,M PLASTICITY,M STIFF,LT BROWN,NO ODOR,MOIST <br /> Am <br /> 40 0 <br />