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LOG OF BORING NO. 1 page 1 of 1 <br />CLIENT <br />Rollin Consultin <br />SITE <br />Ft. Lupton, Colorado PROJECT <br />NCCI Pit #1 <br /> SA MPLE S TESTS <br />~ <br /> <br />U <br /> <br />c~ DESCRIPTION <br /> <br />= <br />W <br />a m <br /> <br />N <br />ai <br />~ <br /> <br />W <br />~ <br />z <br /> <br />} <br /> <br />~ > <br /> <br />> <br />W <br />rc <br />`- <br />fn <br />~ <br />m _ <br />r <br />o:w <br />60 <br />3v ~ <br />E <br />~ <br />~ ~ <br />o ° °w ° <br />z~ <br />zz <br />z~ <br />w~ ~ <br />~ ~ <br />w Ox <br />y~07p <br />o ovw~ <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 4 <br /> <br /> <br /> <br /> <br />0 <br />s <br />~o <br />15 <br />20 <br />25 <br />30 <br /> CLAYSTONE, hard to very hard, blue to <br /> grey, moist <br /> 1 R 7 7 <br /> <br /> 35 <br /> <br /> <br /> <br /> <br /> 0 <br /> 41 4 <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 gratlual. <br />WATER LEVEL OBSERVATIONS, ft BORING STARTED 4-12-02 <br />WL ~ 5 WD = RING CO <br />4 12 <br />ED <br /> <br />wl <br />s <br />s 1 ~~rracon R G <br />ME55 FOREMAN <br />MH <br />WL APPROVED MEA JOB # 21025057 <br />6 <br />s <br />rv <br />w <br />S <br />