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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 />C7 <br />~ O ~ e <br />~ 0 ° W <br /> DESCRIPTION ,~ ~ w ~ z LL ~' -' ~ <br /> = N ~ <br />W <br />m > Vl rLW <br />W z ZZ ~ <br />O {j 02 <br />Q ~ N W <br />o O 3 <br />O I <br />-~Z } UW ~ ZKQ <br />`n <br />(7 0 ~ z _ <br />y <br />F W <br />K J <br />m QO <br />3U ~ ~ <br />~ n z~ <br />~m K000 <br />o OUrn~ <br /> LEAN CLAY, with sand, dark brown, moist <br /> to wet <br /> 3 <br /> _ <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 /> 30 <br /> Continued Next Page <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 ? 3 WD = 4 12 <br />ORING C <br />ED <br /> <br />WL <br />~ <br />Y 1 ~~rr~con B <br />CME55 FOREMAN <br />MH <br />WL APPROVED MEA JOB# 21025057 <br />