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ATC Env i ronmen-ta !, Inc . BORING LOG
<br /> BORING NO. SB2
<br /> PROJECT NO: 62 m _oO03
<br /> t PROJECT NAME: O K T P ja2 CLIENT K T P
<br /> PROJECT LOCATION; 3555 W. HAMMER LANE- STOC�KTON DRILLING CONTRACTOR: -ENPROBE
<br /> DRILLING MTHD: GEOPROSE SAMPLE MTHD:
<br /> DATE STARTED: ,, i_ 9. 20oo DATE FINISHED: Jul 9. 2000 DRILLER: NNIS JAMES INSPECTOR; JEFF WONG
<br /> P
<br /> A' SPT R SURFACE ELEVATION: NA((FT)H S R(%) (ppm) I LITNDLOGIC REMARKS
<br /> EPER
<br /> 6� DESCRIPTION
<br /> 0.0—
<br /> CONCRETE
<br /> S i I ty c i oy,CL,dark brown,damp st i rf, med i um
<br /> dry et rength,rootlets.
<br /> 3 90.34
<br /> Clayey silt,MH,dark brown with some black
<br /> moderate coIor,stiFF.
<br /> 5.0 S i I t,ML, I i ght ye I I ow i sh brown,damp,no dry
<br /> ' 4 93.27 strength,silt.
<br /> Sand,SP,dark yellowish brown,poor I y
<br /> groded, rine, med i urn density,mo I st
<br /> 07.5 Color the same os above.
<br /> 5 93.61 Sandwell graded,Fine to coarse.
<br /> wet.
<br /> 10.0 Soil sample SBZ a 11' a 6:90
<br /> Clayey a i l t, ML, I i ght olive brown,moist,med i un
<br /> 2 dry strength.
<br /> t all' Same color as above
<br /> clayey Gilt,with some medium groaned Sand.
<br /> 15.0
<br /> 6 93.13
<br /> Si Ity sand,SM,dark olive brown moist,we I
<br /> groded,Fine to coarse,mottled dark gray.
<br /> 7 93.19 Groundwaterter sample
<br /> encounteredee7
<br /> C I aye17'
<br /> y s a l ty,MH,wet, I i ght brown w i th coarse
<br /> grained sand medium dry strength.
<br /> Silty cloy,CL,olive brown, moist, with coarse
<br /> 20.0 grained sand medium dry
<br /> strength,stifr,mottled dark brown.
<br /> 25.0
<br /> Sand,SW,of ive brown,we I graded, wet, loose.
<br /> e
<br /> 27', saturated Hydropunch water sample SBZW929'e8�30
<br /> Boring completed to 27' bge
<br /> —30,0
<br /> BOTTOM OF TEST BORING: 27.00'
<br /> SPT • STANDARD PENETRATION TEST
<br /> REC - SAMPLE RECOVERY
<br /> NO - NON-DETECTABLE
<br /> FID = FLAME IONIZATION DETECTOR
<br /> PID - PFIOTO-IONIZATION DETECTOR
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