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,,16ATC Env i ronmen•ta I, Inc . BORING LOG
<br /> BORING N0= SB1
<br /> PROJECT NO: 62503.0003
<br /> PROJECT NAME QUIKSTOP CLIENT: OUIKSTOP _
<br /> PROJECT LOCATION: 3555 W. HAMMER LANE_ STOCKTON DRILLING CONTRACTOR: EMPROB
<br /> DRILLING MTHO: GEOPROSE SAMPLE MTHO:
<br /> DATE STARTED; jut 9. 2000 DATE FINISHED- Ju! % EDO0 DRILLER: DENNIS_ JAMES INSPECTOR: JEFF woNG
<br /> P
<br /> A R SURFACE ELEVATION: NA
<br /> ' DEPTH M
<br /> SPI REC PID 0
<br /> IFT1 P PER Rs W [ppm! F REMARKS
<br /> L E L LITHOLOGIC
<br /> E E DESCRIPTION
<br /> ' D.D III ASPHALT 1,
<br /> S i I ty sand,SIt brown-gray,dry, F i ne to
<br /> medium,with some coarse grovel
<br /> 01' S I I ty sand,brawn,dump poor I y graded,F i ne.
<br /> Silty sandy clay,CL,yellowish brown,damp, low
<br /> 5.0 dry strength,medium plasticity,no odor.
<br /> ' S i I ty sand,SM,ye I I ow i sh brown,we I I graded
<br /> Fine to medium, I nose,noodor.
<br /> 07' Silty sand well groded,Fine to coarse.
<br /> ' Groundwater encountered at 8.8' bgs
<br /> 10.0 Soil sample 581 • 11:59
<br /> 1 100 Silty clay,CL, light olive Water sample S81W -410'0 12:12
<br /> brown,wet,stirF,medium plasticity,no odor.
<br /> 2 50.13 5 i I sand,SM,o!i ve brawn,wet,poor 3 y
<br /> graded,Fine, I Dose m i caceous.
<br /> C I ayey s i i t,ML,o i i ve brown,moist,with some
<br /> sand poorly groded,sort,micaceous
<br /> 15.0 015.5' soil is domp,Firm
<br /> ' 016' soil is moist,soft.
<br /> 3 43.68
<br /> 20.0 S i I ty sand,SM,o I i ve brown, mo i st, poor I y
<br /> 9 41.92 graded,F i ne,in i coceuos,no odor.
<br /> Silty clay,CL,olive brown, moist,medium dry
<br /> strength, st i FF,m i caceous,matt I ed gray,no
<br /> odor.
<br /> 0 23' no gray color in soil.
<br /> ' S 44.05 Silty sand,SM,olive brown, moist,poorly Hydnopunch Water sample SB1W-24 a 13:49
<br /> Z5.0 groded,Fine,micaceuos,Firm,with some clay. Groundwater encountared a 29'
<br /> Color some as above
<br /> Sandy si It,ML,moist, low dry
<br /> ' 6 42.57 strength, micaceuos.
<br /> Color some as above
<br /> Si Ity clay,CL,moist,stiff,with some
<br /> 30.0 Bond,poorly graded,micoceuos.
<br /> ' BOTTOM OF TEST BORING 32.00'
<br /> SPT • STANOARD PENETRATION TEST
<br /> ' REC • SAMPLE RECOVERY
<br /> NO • NON-DETECTABLE
<br /> FID • FLAME IONIZATION DETECTOR
<br /> PIO PHOTO-IONIZATION DETECTOR
<br /> PAGE: 1 OF: 2
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