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L <br />L <br />L <br />E <br />2i <br />2 <br />31 <br />3' <br />4( <br />4- <br />5C <br />5° <br />6 <br />�G <br />70 <br />DRILLER Chuck Gerrlsh <br />DRILLING CO Vironex <br />DRILLING METHOD Geoprobe <br />SAMPLING METHOD Large Bore Sample <br />PROJECT NAME Stockton Metropolitan Airport Aviation Fuel Storage Area <br />LOCATION Stockton Metropolitan Airport, California <br />PROJECT NO 765436 <br />PAGE 1 OF 1 <br />INTERNATIONAL <br />DRAWN BYJ J R K ICHECKED By L Z77. FILE NAME & TECHNOLOGY <br />DATE 1 1-26-96 IIAPPROVED By 1 r'R R 2 I -Z0 6 DISK NUMBER S4A—SB4(SJC2) CORPORATION <br />W <br />SOIL BORING SJA—SB4 <br />> <br />Lo <br />m <br />� w � <br />o <br />�, r. <br />z <br />a <br />co <br />DRILLING REMARKS <br />CL E <br />U <br />o <br />_ <br />RELO GEOLOGST RD Smith DATE BEGAN 1/3/96CL <br />x <br />CHECKED BY RE), Smith _ DATE FINISHED 1 4 <br />m <br />a <br />APPROVED BY Tip R 'LIZ 0 9 b Sl RFACE ELEV ft <br />>-w <br />0, <br />a <br />_?Z <br />TOTAL DEPTH 56 0 ft <br />PT <br />SIL Yd SAND moderate brown SlkPubly moist soft nonplastic 80X sat <br />Sample <br />Sol <br />Bkg <br />2501 <br />12.7 <br />20% fine sand <br />050 <br />6/24 <br />mf <br />Sample <br />Color changes to pale brown strong hydrocarbon odor detected sand <br />010 <br />12/24 <br />Sol <br />Bkg. <br />>2500 <br />12 <br />content increase to 141t. <br />Sample <br />140 <br />015 <br />24/24 <br />„ <br />Poorly Graded SAND dark greenish gray moist soft, 95X Me to very On <br />Sol <br />Bkg. <br />>2500 <br />11 <br />sP <br />sand• 5R slL strong hydrocarbon odor <br />Sample <br />190 <br />020 <br />24/24 <br />SILT brownish gray slightly moist medium stiff- medium plastidty 9O X <br />Sol <br />Bkg <br />>2500 <br />10 <br />at 10% rine sand. <br />NA <br />/ <br />Sample <br />Thin Cine sand lense to 24 5f sat becomes moderately soft calor <br />025 <br />24/24 <br />Sol <br />Bkg <br />2200 <br />17 <br />change to olive gray clay content Increases hydrocarbon odor <br />Sampo <br />ml <br />Sit becomes medium stiff` color changes to dark yellowish brown <br />I a3o <br />24 a <br />/2 <br />Soo <br />Bkg <br />100 <br />33 <br />say content decrease hydrocarbon odor <br />Sample <br />Color changes to pole yellowish brown sand content increases low plasticity <br />0.36 <br />N/A <br />Poor recd Soil <br />Sample handpacked Bkg. <br />Sample <br />P <br />850 <br />3 7 <br />slight <br />slight hydrocarbon odor detected <br />ow <br />/24 <br />Sol <br />Bkg. <br />No recoveryff at 45 <br />60 0 <br />00 <br />SILTY SAND moderate yellowish brown moist medium dense 55% poorly <br />graded line sand 45% alt, low plasticity no hydrocarbon odor detected <br />046 <br />0/24 <br />Pin broke o <br />probe tip <br />Color changes to dark yellowish brown sit becomes nodular very stiff- <br />nonplastk- <br />Sample <br />am <br />Sit lens* to 49 5ft <br />930 <br />22/24 <br />soa <br />Bkg. <br />480 <br />00 <br />First encountered <br />Q groundwater at 54 ft <br />Sod <br />Color changes to moderate yellowish brown wet soft 80% One micaceous <br />056 <br />22/24 <br />Sample <br />Groundwater sample Bkg. <br />0.8 <br />00 <br />sand- 20R nit stiff• nonplaatie <br />SII t h carbon odor detected 'n roundwater sample, 56 4 <br />at ab it <br />TOTAL DEPTH 56 0 FEET <br />PAGE 1 OF 1 <br />INTERNATIONAL <br />DRAWN BYJ J R K ICHECKED By L Z77. FILE NAME & TECHNOLOGY <br />DATE 1 1-26-96 IIAPPROVED By 1 r'R R 2 I -Z0 6 DISK NUMBER S4A—SB4(SJC2) CORPORATION <br />