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LOG OF BORING NO. 5 Pa e 2 of 2 <br />CLIENT <br />Rotlin Consulting <br />SITE <br />FL Lu ton, Colorado PROJECT <br />NCCI Pit #1 <br /> SA MPLE S TESTS <br />~ <br />U <br />~ <br />rpQC, <br />C7 DESCRIPTION <br />C <br />= <br />a <br />O m <br />~ <br />m <br />U <br />~ <br /> <br />W <br />~ <br />z <br /> <br />~ > <br />~ <br />> <br />cU.~ <br />w <br />K E <br />~ <br />N <br />p <br />J <br />m ~ <br />~ <br />KW <br />H z <br /><O <br />3U ~ <br />Z <br /> <br />> <br />my <br />On Zi <br />Z~ <br />Z <br />cUi ~ <br />2f <br />ON ~ <br />~ ]Q <br />W O 2p <br />y i C <br />CO70 <br />2.OUNJ <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, vanes to SANDY SILTSTONE 1 RS 4 50/4 <br /> <br /> <br /> 45 <br /> <br /> <br /> <br /> <br /> <br /> <br /> ~ 2 R 4 50/4 <br /> 51 <br />S <br /> Stopped boring at 51 feet <br />The stratlficah'on floes represent the approximate boundary fines <br />between soil and rock types: in-situ, the transition may be gradual. <br />WATER LEVEL OBSERVATIONS, h BORING STARTED 4-12-02 <br />WL 43 WD = l~ BORING COMPLETED 4-12-02 <br />WL ~ ~ ~rr~con RIG CME55 FOREMAN MH <br />WL APPROVED MEA JOB# 21025057 <br />