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' a <br />m <br />w <br />w <br />. o <br />m <br />LOG OF BORING NO. 1 <br />page ~ of ~ <br />CLIENT <br />Rollin Consulting <br />SITE PROJECT <br />Ft. Lu ton, Colorado NCCI Pit #1 <br /> SA MPLE S TESTS <br />~ DESCRIPTION ~ ~ <br /> <br />U <br />x m w ~ z ?~ ~ ~a <br />o. ~ y m W o- 3 wl- ow 3 Nc~o <br />~ w ai ~ y w ~ a0 ~~ z~ `~rto~p <br />c~ o ~ z ~ ~ m 3v oa ~~ o o~~n~ <br /> SANDY LEAN CLAY, dark brown, moist <br /> 3 <br /> SILTY SAND, fine to coarse grained, with <br /> gravel, some cobbles, brown, moist to wet SZ 5 <br /> 10 <br /> 15 <br /> 20 <br /> 25 <br /> 30 <br /> <br />CLAYSTONE, hard to very hard, blue to 30 <br /> grey, moist <br /> 1 RS 7 50/7 <br /> <br /> 35 <br /> <br /> <br /> <br /> <br /> <br /> 41 40 2 5 <br /> Stopped boring 41 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 5 WD i 1 BORING COMPLETED 4-12-02 <br />`NL Y ~ ~erracon RIG CME55 FOREMAN MH <br />WL APPROVED MEA ~ <br />JOB# 21025057 <br />