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LOG OF BORING NO. 5 Page z of 2 <br />CLIENT <br />Rollin Consulting <br />SITE <br />Ft. Lupton, Colorado PROJECT <br />NCCI Pit #1 <br /> SA MPLE S TESTS <br /> <br /> <br />U <br />~ <br />U' DESCRIPTION <br /> <br />= <br />W <br />p m <br /> <br />y <br />~ <br />O <br /> <br />W <br />~ <br />Z <br /> <br />j <br /> <br />y- > <br />K <br />> <br />O <br />D_' ~_ <br />'_ <br />~ <br />~ <br />m <br />H <br />~w <br /><O <br />~U ~ <br />F- <br />Z <br />~ ~ <br />D¢ Zi <br />F- <br />ZZ <br />z~ <br />7tq ~ <br />J K <br />w O= <br />yrG070 <br />o OUN~ <br /> SILTY SAND, fine tc 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 2 RS 4 50/4 <br /> 51 <br /> <br />~ Stopped boring at 51 feet <br />~ The stratifcation lines represent the approximate boundary lines <br />I between soil and rock types: in-situ, the transition may be gradual. <br />WATER LEVEL OBSERVATIONS, ft BORING STARTED 4-12-02 <br />WL ~ 3 WD 7 1 ~ RING CO M <br />4 12 <br />ED <br /> <br />WL <br />? <br />Y ~rra~on R G <br />E55 FOREMAN <br />MH <br />WL APPROVED MEA JOB# 21025057 <br />