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LOG OF BORING NO. 3 <br />Page 1 of 2 <br />CLIENT <br />Rollin Consulting <br />SITE PROJECT <br />Ft. Lupton, Colorado NCCI Pit #1 <br /> SA MPLE S TESTS <br />O O ~ <br />~ ~ n <br />~ <br />~ DESCRIPTION °' > ~ Z= <br />_U '~ } <br />N K W ~ Z ~ w0 <br />Z J ~Q <br />S <br />a = <br />F <br />m W <br />m <br />w > <br />o y <br />3 [YW <br />w~ ~ Z <br />Ow W OS <br />3 NUp <br />~ w y ~ j w ~ ¢O ~~ z~ U~O~p <br />U' - O O Z H m m 3U (]n Om o O UtA~ <br /> LEAN CLAY, with sand, dark brown, moist <br /> to wet <br /> 3 <br /> SILTY SAND, fine to coarse grained, with <br /> gravel, some cobbles, brown, moist to wet <br /> 5 <br /> 10 <br /> 15 <br /> 20 <br /> 25 <br />~: <br /> <br />~ Continued Next Page <br />~ The stratifcation 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 = ORING CO <br />4 12 <br />E <br />D <br /> <br />WL <br />Y <br />s 1 ~erracon B <br />ME55 OREMAN <br />F <br />MH <br />WL APPROVED MEA JOB# 21025057 <br />c <br />w <br />x <br />0 <br />m <br />