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<br /> 13DRING NUMBER
<br /> PROJECT NUMBER .,,;EFT t OF
<br /> •� SOIL BORING LOG
<br /> LOCATION-'-L-.-tor`
<br /> Ck
<br /> PROJECT Del Monte - East Miner - gpettrum ERDlcral ch• Inc.
<br /> -DRILLING CONTRACTOR
<br /> ELEVATION NIA HoucH Stem kuaer,5"0.0, -
<br /> O6l06I9s LOGGER B-Daum artner
<br /> DRILLING METHOD AND EQUIPMENT START 06105!91 FINISH r--
<br /> N1A COMMENTS
<br /> WATER LEVELS SOILOESCRIPT10Tl - -'-
<br /> SAMPLE STkNDARD , �GROU
<br /> � FENETRA t hiN DEPTH OF CASING,DRILLING RAT
<br /> x TEST SOIL NAME,USCF GROUP SYMBOL.COLOR, u
<br /> o'✓ o DRILLING FLUID LOSS
<br /> a a RESULTS t,,01STUAE COriTENT.RELATIVE DENSITY
<br /> = w
<br /> z c 'rr u ui o 6'-6'-6" OR CONSISTENC:,SOIL STRUCTURE, m wa TESTS AND INSTRUMEIITAT[ON
<br /> r LL w rL v 34INERALOGY ;n "�
<br /> z lN1
<br /> C3 Cr N ~ z 0.5'CONCRETE
<br /> GRAVELLY SAND
<br /> 2,0 -3.5' SILTY SAND {Std).br6wn,moist. ,
<br /> -5-5 very Soft,CQhe5,ve {LAB) 1 HNu = IDPn
<br /> 1.5 f 10 f
<br /> 3.5
<br /> 4.5 45-6.0•CLAYEY SILT (ML).dark brown,
<br /> 2_4_11 moist, so'h tna6°rate DE55tiLitY }tNu= 0.5PPm
<br /> 5.0 - 1.4 (151 HIJu = Inm
<br /> 6.0 SILTY SAND (5141:t)rown,most,501t.
<br /> 6-9-14, 1 cones,ve t
<br /> 1.0 (23)
<br /> 7.5HNu= OPPm
<br /> • SILTY SAND leery fine santll,stiff,mpis 1,
<br /> 85 - - 751 cohesive
<br /> •- _ 5-t6-It t
<br /> 9.5 J at 9.5'-12.5 SANDY SILT (ML-SM);blown,
<br /> 7_11_14 moist.firm,Cphe,we,low P13$tIcity
<br /> 10.0 - 1.0 (�51 HNu =0.5PPm
<br /> 11.0
<br /> (16)
<br /> 12.5 12,5'-1,.0' SILTY SAND Sst•11, leery fine)
<br /> 3-5-5 fl brown,ma st,soft.Cohesive
<br /> SILT with F1I
<br /> 14.0 Ia.O'�17.0' tdL SAND (ML-SM).
<br /> 4.4 5-r-ll
<br /> pre„n,mood, irtn,IOW PlaSt,Cdy
<br /> 15.0F {151
<br /> t5. Hhlu = 125PPm
<br /> {101
<br /> • 17.0 f7.0'-15.5 SILTY SAND 45141:brown,moist •I •
<br /> g-g-11 soft,cohesive i I Htvu= 100Pm
<br /> 1.2 i�61I t HNu = 16DPm
<br /> 18.5 45.E-2 L5' s,T.Tar to above.stat 6
<br /> 10
<br /> 12_ 01 -�7 II
<br /> 20.0
<br /> 20.0 5-6-12 H^:u =12PDm
<br /> 1.1 (^01I HNu=OPPm
<br /> t5 --- 215' 24.5'SILTY SAND (SM):brown,masi.
<br /> I
<br /> 7-9_,,C sof230 :.to esve i
<br /> Hiru =U.2PP
<br /> e)
<br /> 2.1 .__.r....�- 2x,5-'7.5's,md=-r to abave,sfli I - -
<br /> 25.0 - :.2 Hilu DPem
<br /> zfi0
<br /> �i 1 , to I�,=1.�-� o-7 y.0 sar to a7o•:e,soil, {'+erY I Htlu= 5PPIM
<br /> ��-tom.--��- q =.m,it.re Sd'iaJ
<br /> lc }
<br /> aoare,s;itt
<br /> I � i
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