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I LOG OF EXPLORATORY BORING <br /> PROJECT NUMBER: 2074-001.01 BORING <br /> PROJECT NAME: NESTLE PAGE; 1 of 2 <br /> BY: 0. Galasso OA TE: 11/16/94 SURFACE ELEVATION: ft <br /> U } <br /> PENETRA-GROUNO OEPTH <br /> RECtIft) PTO J DESCRIPTION WELL <br /> TION WATER IN <br /> (i /fU (DOm) E 0 0 <br /> (Dh+s/}t2 LEVELS FEET a =0 OETA[L <br /> (n _ <br /> � I <br /> ASPHALT. 4-incnes c i<. <br /> FILL. sancvgrove!, dark (IOYR. 3/3): 5% <br /> medium-plasticity fines: 35'6 fine to coarse sand <br /> (f:m:c = 3.2:1): 60". fine gravel, anguiar. demo: no <br /> product odor, i( <br /> CLAY (CL), very dark grayish brown (2.5Y, 3/2): <br /> 90 o mec`�um-plasticity fines: 10% fine gravel: <br /> damp: no product odor. <br /> i <br /> CLAYEY SANG ('SC). brown (10YR. 5/3): IS o <br /> medium-plasticity fines. _�5'b fine to coarse sand <br /> (f:m:c = 2:1:1): ci'�yey clumps: demo: no product <br /> odor. t <br /> dj <br /> !� Ik <br /> 1.3/1.5 0.7 27 10- 310.0': cr.=v�sh b'1111lhrown (2.5Y, 5/2): 15% 1 <br /> - �E <br /> medium-plastici.y fines: 35% fine to medium sand i <br /> (f:m = s:!): mang'anese andiron-oxide staining; <br /> slight o.Inge mottling: medium dense. demo: no <br /> product odor. <br /> E <br /> ii <br /> i� <br /> 15 ;! <br /> 1.3/1.5 1.0 15 SILTY SANO (SM), grayish brown (2.5Y. 5/2); <br /> 15-20-0 low-plasticity fines: 80-3-15,2011 fine to F <br /> medium sand (f:,ri = :!): manganese and 1 <br /> iron-oxide staining: slignt orange mottling: medium <br /> dense: -camp: no:procu_ct odor. <br /> { ) <br /> 1 <br /> ii <br /> 20 11 <br /> REMARKS j� - <br /> ■ i ■ ► goring drilled with 9-inch-diameter hollow-stem auger e<tlipmeflt. Boring sampled every five feet with a modified <br /> t� ■ ■ �� California split-spoon sampler. Boring Dackfilled with neat cement. <br /> EMCON <br /> aSSvC(s'ES !C <br /> i <br /> 1 <br /> it i <br />