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1 <br /> <br /> <br /> <br />u <br />~J <br /> <br />A <br />8 <br />W <br /> <br />LOG OF BORING NO. 2 Pa e 1 of 1 <br />CLIENT <br />Rollin Consulting <br />SITE <br />Ft. Lu on, Colorado PROJECT <br />NCCI Pit #1 <br /> SA MPLE S TESTS <br />'V <br />~ <br />v <br /> <br /> <br />c5 <br />DESCRIPTION <br /> <br />c <br />= <br />w <br />0 J <br />~ <br /> <br />N <br />y <br />o <br /> <br />m <br /> <br />~ <br />z <br /> <br /> <br /> <br />' <br />~ c <br />~ <br /> <br />> <br />w <br />~ <br />~ <br /> <br />N <br />~ <br />m <br />~ <br /> <br />W~ <br />60 <br />3v t <br />5 <br />r <br />~ <br />}a' <br />^~ O <br />i i <br />r <br />OZ2 <br />Zt~- <br />~w <br />~ <br />1 <br />W r0~ <br />N~O~p <br />~OUVlJ <br /> SANDY LEAN CLAY, with gravel and <br />cobbles, dark brown, moist to wet <br /> <br />8 <br /> <br />5 <br /> <br /> <br /> <br />" SILTY SAND, fine to coarse grainetl, with <br />gravel, brown, moist to wet <br /> <br /> <br /> <br />B <br />10 <br />15 <br />20 <br />25 <br /> CLAYSTONE, medium hard to hard, blue <br /> to grey, moist <br /> ~ <br />S <br />7 <br />50 <br /> <br /> <br /> <br /> <br /> 35 <br /> <br /> <br /> 39 RS 5 <br />i <br />Stopped boring at 39 feet <br />The atrafiBCatlon lines represent the approximate boundary lines <br />between soil and nxJc types: in-situ, the transition may be gradual. <br />WATER LEVEL OBSERVATIONS, ft BORING STARTED 4-12-02 <br />WL ~ 4 WD = 1 ~ BORING COMPLETED 4-12-02 <br />WL Y Jl ~rr~con RIG CME55 FOREMAN MH <br />WL APPROVED MEA JOB# 21025057 <br />