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LOG OF BORING NO. 3 <br />Page 1 of 1 <br />CLIENT <br />Plumb Ridge, LLC <br />SITE Weld County Roads 58 & 51 PROJECT <br />Weld'County, Colorado Todd Bean Gravel Stud <br /> SAMPLES TESTS <br /> DESCRIPTION M z <br /> <br />U <br /> <br /> <br />s <br /> <br /> <br />o <br /> <br />W <br /> <br />LL1 <br /> <br />Z <br />w F <br /> <br />U_ (9 <br />Z <br /> F <br />- CO <br />( CO W <br />o. O <br />w yy <br />O. H <br />¢O D <br />? OW <br />zH <br />C7 0 0 Z W L) V <br />Q'I Z) 0 <br /> TOPSOIL - 6 inches <br /> 3 CLAYEY SAND <br /> light brown <br /> WELL GRADED SAND _ 5 <br /> occasional gravel <br /> 10 WA ? <br /> <br /> ?5 <br /> ?s <br /> POORLY GRADED SAND with GRAVEL <br /> maximum gravel diameter-1 1/2" <br /> <br /> 20 <br /> 22 <br />O° POORLY GRADED GRAVEL with SAND <br />i <br />l di <br />3" <br />p b max <br />mum grave <br />ameter - 25 <br />O <br />o p° <br />Qb <br />O 30 <br />o Q° <br />o b <br />O <br />, 35 <br />O b <br />O <br /> <br /> <br /> 0 <br />I 42 <br /> POORLY GRADED GRAVEL with SAND <br />i <br />l di <br />2" <br />,: <br />max <br />mum grave <br />ameter - <br />45 <br /> <br />L <br />- <br />r <br />b b <br /> 50 <br /> <br />END OF BORING 50 <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 2-21-08 <br />WL ? 5.5 WD -T BORING COMPLETED 2-21-08 <br />WL - I rerracon RIG AP-1000 FOREMAN JSD <br />WL LOGGED JRM JOB # 21085006