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<br /> q0 ATC Environmental, Inc . BORING LOG
<br /> BORING NO. 8133
<br /> PROJECT NO: 62503.0003
<br /> PROJECT NAME: JQUIKSTOP 13Z CLIENT: OUIK,5TOP
<br /> PROJECT LOCATION: _3555_11. HAMMER LANE. STOCKTON DRILLING CONTRACTOR= ENPROBE
<br /> DRILLING MTHD: GEOPROBE SAMPLE MTHD=
<br /> DATE STARTED: j_ul 9, Z000 DATE FINISHED: Jul 9 20og DRILLER: )`NNIS JAMES INSPECTOR JEFF_WONG
<br /> P
<br /> DEPTH M SPT REC PID R SURFACE ELEVATION: NA
<br /> IFT1 L OPER
<br /> L04IxI ippml LITHOLOGIC REMARKS
<br /> E E DESCRIPTION
<br /> ' 0.0 ASPHALT 0-9"
<br /> S i I ty sand,SM,damp,med i um dry strength,F i ne
<br /> with some coarse gravel.
<br /> S i I ty c I ay,CH,very dark
<br /> brown,damp,at i FF,med i um dry strength.
<br /> i 40.76
<br /> 5.0 Sondy s i It,MH,dark brawn,damp, I ow dry
<br /> strength,sond is Fine grained.
<br /> 07.5'. Sandy silt sand is well groded,Fine to
<br /> medium.
<br /> 2 39.96 S i I ty sand,SM,dark brown,moist we I
<br /> graded,Fine to coarse, I oose, I ow dry strength
<br /> 10.0 e9.5 Medium density.
<br /> Soil sample SB3 0 10.5' 0 9=12
<br /> 3 90.26 Wotor samples $6314-- 0 11 0 9=15
<br /> Sandy s i f t,MH,dark brown,moist,medium dry
<br /> strengtF�firm.
<br /> Si Ity sand,SM dark brown,we I graded,Fine to
<br /> coarse, I nose,wet,m i coceuos
<br /> 15.0 Clayey si Ity,ML, I ight olive
<br /> brown,damp,F i rm,m i coceuos
<br /> 016'-16.5' Same soil,with some
<br /> sand,Fine,moist,soft.
<br /> 017.5' Clayey si It,same color,moist,Firm
<br /> '
<br /> Silly clay,CL,alive brown, moist,medium dry
<br /> streng-0t at i Ff,matt I ed gray.
<br /> 20;D
<br /> 5 37.69 =: Sand,Su, I i ght olive brown with
<br /> some cloy,we I I
<br /> graded,F i ne to med i um, loose,moist.
<br /> ' Si Ity clay,CL, I igght olive brown,moist,medium
<br /> dry strength,stiFF,mottled gray.
<br /> 0 22' color change to olive brown.
<br /> Color some " above
<br /> 25.0 Clayey si It,ML,moist,Firm.
<br /> 0 23' Some soil,with Some sand poorly Hydroppunch Nater sample 813311025'
<br /> graded,Fine. 0 10 35
<br /> Groundwater encountered 0 Z6.0'
<br /> Sand,SI1 brown,wet, we I I
<br /> 6 32 5zjpy� graded, Ioose,micoceuos Boring completed to 28' bgs
<br /> 0 25.5',saturated,
<br /> Geologist; Vittorio Ellsworth
<br /> 3D.o
<br /> ' BOTTOM OF TEST BORING 28.00'
<br /> SPT • STANDARD PENETRATION TEST
<br /> REC • SAMPLE RECOVERY
<br /> NO • NON-DETECTABLE
<br /> FID - FLAME IONIZATICN DETECTOR
<br /> PIO - PHOTO-IONIZATION DETECTOR PAGE: 1 OF 1
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