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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 />U <br />~ <br />DESCRIPTION O <br />~ ~ o <br />~ o n W <br />~ <br /> ,~ ~ w ~ z LL ~ 1 <br /> = N W <br />m > fn d'W ~ ZZ W OS <br /> <br />C7 O ~ Z F- m m 3U ^ a ~<n o OUrn .~ <br /> SANDY LEAN CLAY, with gravel and <br /> cobbles, dark brown, moist to wet <br /> Q <br /> 5 <br /> 8 <br /> SILTY SAND, fine to coarse grained, with <br /> gravel, brown, moist to wet ~o <br /> 15 <br /> 20 <br /> 25 <br /> 28 <br /> CLAYSTONE, medium hard to hard, blue <br /> to grey, moist 30 <br /> 1 RS 7 50/7 <br /> <br /> <br /> <br /> <br /> 35 <br /> <br /> <br /> 39 2 RS 8 50/8 <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 may be gradual. <br />WATER LEVEL OBSERVATIONS, ft BORING STARTED 4-12-02 <br />WL 4 4 WD = 1 ~ ORING CO M <br />4 12 <br />E <br />D <br /> <br />WL <br />~ <br />Y ~rr~con B <br />ESS OREMAN <br />MH <br />F <br />WL APPROVED MEA JOB# 21025057 <br />`s <br />c <br />c <br />a <br />u <br />n <br />c <br />w <br />0 <br />rr <br />m <br />