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LOG OF BORING NO. 3 Pagezot2 <br />CLIENT <br />Rollin Consulting <br />SITE <br />Ft. Lupton, Colorado PROJECT <br />NCCI Pit #1 <br /> SA MPLE S TESTS <br />00 <br />J <br />U- <br /> <br />a <br />m <br />C7 <br />DESCRIPTION <br /> <br />~ <br />_ <br /> <br />w <br />O O <br />~ <br />Y <br /> <br /> <br />vUi~ <br />~ <br /> <br />d' <br /> <br /> <br />> <br />Z <br /> <br /> <br />> <br /> <br /> <br />F- ~ <br />~ <br />W <br />> <br /> <br />O <br />~ <br />s <br />~ <br /> <br /> <br />° <br />m e <br />F <br />Z <br /> <br /> <br />a0 <br />~U <br />~ <br /> <br />~ <br /> <br />~ ~ <br />O a O a <br />Z~ <br />W(:J <br />z <br /> <br />O~ <br />~N W <br />J ~ <br />J ~Q <br />3 ox <br /> <br />~o'O~pa <br />o OUrnJ <br /> SILTY SAND, fine to coarse grained, with <br />gravel, some cobbles, brown, moist to wet <br /> <br /> <br />42 <br /> <br />35 <br />40 <br /> CLAYSTONE, hard to very hard, blue to <br /> grey, moist 1 RS 7 50/7 <br /> <br /> <br /> 45 <br /> <br /> <br /> <br /> <br /> <br /> <br /> so <br /> <br />51 2 RS 3 50/3 <br /> Stopped boring at 51 feet <br />The stratification lines represent the approximate boundary lines <br />between soil and rock types: in-situ, the transition may be gradual. <br />WATER LEVEL OBSERVATIONS, ft BORING STARTED 4-12-02 <br />wL 4 3 WD = RING C <br />4 12 <br />EP <br /> <br />wL <br />s <br />s 1 ~~ rr icon R G <br />CMES5 OREMAN <br />MH <br />WL APPROVED MEA JOB # 21025057 <br />c <br />m <br />0 <br />m <br />