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LOG OF BORING NO. 5 pagezofz <br />CLIENT <br />Rollin Consulting <br />SITE <br />Ft. Lu ton, Colorado PROJECT <br />NCCI Pit #1 <br /> SA MPLE S TESTS <br />~ <br />U <br />_ <br />a <br />~ <br />U' DESCRIPTION <br />r <br />= <br />a <br />W <br />^ ~ <br /> <br />y <br />v <br />(~ <br />^ ~ <br /> <br />w <br />~ <br />Q <br />Z <br /> <br />a <br /> <br />}} <br />F w <br /> <br />> <br />~ <br />W <br />K ~ <br /> <br />m <br />o <br />J <br />m i <br /> <br />~w <br />~z <br />a0 <br />~U ~ <br /> <br />Z <br />r <br />d' ~ <br />^ a z F <br /> <br />ZZ <br />~ir <br />Z{- <br />ON J] a <br /> <br />W Ox <br />~ z~°a <br />2'000 <br />o OUmJ <br /> SILTY SAND, fine to coarse grained, with <br />gravel, brown, moist to wet <br /> <br /> <br />42 <br /> <br />35 <br />40 <br /> CLAYSTONE, very hard, blue to grey, <br /> moist, varies to SANDY SILTSTONE 1 RS 4 50/4 <br /> <br /> <br /> as <br /> <br /> <br /> <br /> <br /> <br /> <br /> 50 <br /> <br />51 2 RS 4 50(4 <br /> Stopped boring at 51 feet <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 /> 3 WD ORING CO <br />4 12 <br />ED <br />WL ~ ~ 1 ~~rracon B <br />CME55 FOREMAN <br />MH <br />WL APPROVED MEA JOB # 21025057 <br />6 <br />N <br />a <br />w <br />m <br />