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LOG OF BORING NO <br />4 <br />. <br />Page 1 of 1 <br />CLIENT <br />Rollin Consulting <br />SITE PROJECT <br />Ft. Lupton, Colorado NCCI Pit #1 <br /> SA MPLE S TESTS <br />U, J <br />m <br />~ <br />z= <br />~ <br /> DESCRIPTION > <br />~ ~ ~ ~ <br />U = ~ w j _ <br />ul tYW ~ <br />~ ~ <br />2Z w OS <br />a ~ m m w o 3 w~ ow 3 rnUp <br />~ <br />' w ai ~ } w ~ a0 K~ Z~ NrLO~p <br />U ~ 7 Z f- (Y m ~U Da 7ln oOUm~ <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 /> CLAYSTONE, with sand, hard to very hard, <br /> blue to grey, moist 30 1 RS 8 50/8 <br /> <br /> <br /> <br /> <br /> <br /> 35 <br /> <br /> 38 2 RS 5 50/5 <br /> <br /> Stopped boring at 38 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 /> 3 WD 1 ~ ING CO <br />4 12 <br />ED <br />WL ~ ~ ~rracon RIG <br />MES5 FOREMAN <br />MH <br />WL APPROVED MEA JOB# 21025057 <br />N <br />N <br />0 <br />rc <br />0 <br />m <br />