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LOG OF BORING NO <br />2 <br />. <br />Page 1 of 1 <br />CLIENT <br />Rollin Consulting <br />SITE PROJECT <br />Ft. Lupton, Colorado NCCI Pit #1 <br /> SA MPLE S TESTS <br />~ DESCRIPTION m > ~ ~ z= w <br />U <br />_ '~ <br />= ~ <br />r/~ ~-' <br />W W <br />> ~ <br />tq Z <br />K W F- <br />~ LL O <br />Z Z J ~ Q <br />W O 2 <br /> <br /> w vOi O } o ~ ¢O <br />? tY <br />a Zm <br />a NmOOa <br />~ <br />f7 O U Z I- ~ m iU D T <br />i a OUtn <br /> SANDY LEAN CLAY, with gravel and <br /> cobbles, dark brown, moist to wet <br /> <br /> 5 <br /> 8 <br /> SILTY SAND, fine to coarse grained, with <br /> gravel, brown, moist to wet 10 <br /> 15 <br /> 20 <br /> 25 <br /> 28 <br /> CLAYSTONE; medium hard to hard, blue <br /> to grey, moist <br /> 30 <br />1 <br />RS <br />7 <br />Ol7 <br /> <br /> <br /> <br /> <br /> 35 <br /> <br /> <br /> 39 2 RS Ol8 <br /> Stopped boring at 39 feet <br />The stratification lines represent the approximate boundary lines <br />between soil and rock types: in-situ, the transition maybe gradual. <br />WATER LEVEL OBSERVATIONS, ft BORING STARTED 4-12-02 <br />WL ~ 4 WD 1 ~ RING C <br />4 12 <br />ED <br /> <br />WL <br />s <br />s ~rr~con R G <br />CME55 FOREMAN <br />MH <br />WL APPROVED MEA JOB # 21025057 <br />a <br />c: <br />0 <br />w <br />S <br />