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7
<br />7:rr•
<br />DATE OBSERVED:9-9-92 METHOD OF DRILLING: .180 BUCKEr AUGER?irit,H *s,• r. .a +
<br />LOGGED BY:ADE GROUND ELEVATION:LOCATION:SEE BORING LOC MAPV-* 0.. -»;7'f Y -
<br />-
<br />4- 12 - >--|0 *z § mt » w 8 ZE LOG OF BORING NO. B-1 2 -Ii: :.- ,*A}92ftLLU-ou.z> )- 3¤ W\Sheet lor 2 '.- ''.7 *I'3?1¢ .f,iJ>•a:i '41#1.- UM 1 WA w D-G oc
<br />Z €" € 1 -¥ J =0 29E 50 9 >A & ozC W& 68 Z DESCRIPTION '
<br />1.-1 0
<br />-0
<br />fILL:
<br />Silly SAND, brown, moderately moist, medium :· i&46 15.1 83 118.9 dense to dense.-e· .... lilli. .7 -J
<br />, t.eR919*91*14
<br />fedidpaction 92.5,
<br />0 I. , 1..
<br />4.
<br />5--9.>X 4 10.8 1.9 99.4 ALLUVIUM ,
<br />r a'.
<br />Fine SAND, yellowish brown, dry, medium dense ©t
<br />Tc I
<br />-----------0------0---0-----
<br />Silty fine SAND, brown, moist, medium dense.
<br />.
<br />10-- : ·2 63 12.9 95.7 Same as above, increase in silt content, brown,
<br />moist, loose/medium stiff.
<br />4'4. 54%0*** t€4*yel.
<br />. 1-7 I
<br />A-
<br />.
<br />.,7 f.
<br />' 1 r PIC-
<br />15 3 8.6 16.5 101.6 Sandy SILT, some clay, porous, dark brown, moist,
<br />soft to firm. ''
<br />20-5 12.9 13.1 107.4 Sandy SILT, with clay, brown, moist, firm to stiff.
<br />1
<br />25 9 213 133 105.6 Sandy SILT, trace of clay, light brown, moist, stiff
<br />to very stiff.
<br />30- . 7 10.8 Silty SAND, light brown, moist, medium dense.
<br />-------I-------------------1-------
<br />Sandy SILT, light, brown, moist.
<br />35-12 17.5
<br />---9-I---Ill-------il-----------I----I-Il
<br />Sandy SILT, light brown, moist, very stiff.
<br />Fine SAND, light brown, moist.
<br />2:· 3 25 35.1 Fine SAND, light brown, moderately moist, dense.
<br />JOB No.:ICG INCORPORATED FIGURE:01-3058-002-01-00
<br />B-1.1
<br />5, Wl:·NO.Re/LE,£01#21*0·.4
<br />.4
<br />*14..
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