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1 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />I~ <br /> <br /> <br /> <br />lJ <br /> <br />LOG OF BORING NO <br />4 <br />. <br />Pa e 1 of 1 <br />CLIENT <br />Rollin ConsulNn <br />SITE PROJECT <br />Ft. Lu ton, Colorado NCCI Plt #1 <br /> SA MPLE S TESTS <br />~ DESCRIPTION m y ae ~ i= w <br />r, <br />U s' ~ ~ _ <br />~ ~- f- r <br />~ -, z <br />_ ~ y wm w ~ 3 wr ~ Oy <br />Zj Lu fo~ <br /> W fU/J 7 °y W ~J <O KZ) Zf u1 o'O~Q <br />C7 O 7 Z r K m 3U Da 7v) deOUN~ <br /> LEAN CLAY, trace sand, dark brown, moist <br /> to wet <br /> 4 <br /> a <br /> SILTY SAND, fine to coarse grained, with 5 <br /> gravel, brown, moist to wet <br /> 10 <br /> 15 <br /> 20 <br /> 25 <br /> 28 <br /> CLAVSTONE, with sand, hard to very hard, <br /> blue to grey, moist 30 <br /> <br /> <br /> <br /> <br /> <br /> 35 <br /> <br /> 38 2 RS 5 50/5 <br /> Stopped boring at 38 feet <br />The sbatifidtion lines represent Me aDPro>amate 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 SZ 3 WD ~ 1 ~ BORING COMPLETED 4-12-02 <br />WL ~ ~ ~ rr acon RIG CME55 FOREMAN MH <br />WL APPROVED MEA JOB# 21025057 <br />