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LOG OF BORING NO <br />4 <br />. <br />Page 1 of 1 <br />CLIENT <br />Rollin Consultin <br />SITE PROJECT <br />Ft. Lupton, Colorado NCCI Pit #1 <br /> SA MPLE S TESTS <br />U <br /> <br />~ <br /> <br />DESCRIPTION O <br /> <br />~ ~ <br /> <br />~ <br /> <br />~ Oa <br /> <br />?~ • <br />W <br />~ <br />U N N W W ~ F <br />Z r <br />Z ZU J <br />~ ~6 <br /> a U f U p Wz U y Z~¢ <br /> ~ a <br />} U <br />W J <O > <br />try U~ <br />Zf- fYO~U <br />C7 O ~ Z F 2 m ~U On OVJ oOUtgJ <br /> LEAN CLAY, trace sand, dark brown, moist <br /> to wet <br /> Q <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 stratlfication lines represent the approximate boundary lines <br />between soil and rock types: in-situ, the VansiHon may be gradual. <br />WATER LEVEL OBSERVATIONS, ft BORING STARTED 4-12-02 <br />WL Q 3 wD = ' 4 12 <br />RING C <br />ED <br /> <br />wL <br />s <br />s 1 I <br />~ rr aeon R G <br />CME55 FOREMAN <br />MH <br />WL APPROVED MEA JOB# 21025057 <br />u <br />h <br />s <br />N <br />m <br />w <br />w <br />S' <br />