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LOG OF BORING NO. 3 Pa e z of 2 <br />CLIENT <br />Rollin Consulting <br />SITE <br />Ft. Lu on, Colorado PROJECT <br />NCCI Pit #1 <br /> SA MPLE S TESTS <br />~ <br />`?~ <br /> <br />°- <br />~ DESCRIPTION <br />= <br /> <br />~ <br />o m <br />i <br /> <br />f4 <br />~ <br />~ <br /> <br />m <br />i <br /> <br />w <br /> <br />~ > <br />w <br /> <br />~ <br />~ <br />~ <br /> <br />3 <br />m ~ <br />i <br /> <br />Wz <br />3v rr <br />5 <br />~ <br />z <br />> <br />o~ W i <br />LL~ <br />Z <br />Ovw <br />~y ~ <br />~ ~a <br /> <br />3 Zoo <br />~oc°~v'i° <br /> SILTY SAND, fine to coarse grained, with <br />gravel, some cobbles, brown, moist to wet <br /> <br /> <br />62 <br /> <br />35 <br />40 <br /> CLAYSTONE, hard to very hard, blue to <br /> grey, moist t RS 7 5017 <br /> <br /> <br /> as <br /> <br /> <br /> <br /> <br /> <br /> <br /> so RS 3 50/3 <br /> 51 2 <br /> Stopped boring at 51 feet <br />The stradflcation lines represent We approximate boundary lines <br />I between soil and rock types: In-situ, die trannsitlon may be gradual. <br />WATER LEVEL OBSERVATIONS, ft BORING STARTED 4-12-02 <br />WL Yg WD l~ BORING COMPLETED 4-12-02 <br />WL ~ Y ~rr~con RIG CME55 FOREMAN MH <br />WL APPROVED MEA JOB # 21025057 <br />$i <br />S <br />S <br />g <br /> <br />