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<br />LOG OF BORING NO. 2 <br />page 1 of 1 <br />CLIENT <br />Connel Resources <br />SITE WCR 25 and WCR 64 PROJECT <br />Weld County, Colorado Gravel Study <br /> SA MPLE S TESTS <br /> DESCRIPTION m w° f E w <br /> <br />a <br />¢ 3 m > zi o;w Z zZ <br />Ow Q?C4 <br />? <br />Approx <br />Surface Elev <br />: 4740 It w <br />o co D a. ? oa ¢O W`o z? o? <br /> . <br />. z W ca m 3 0 0 u Z) 0 Zi a o <br /> o.5 6" CULTIVATED TOPSOIL 4739 <br />5 <br /> . <br />SANDY LEAN CLAY 1 SS 12 8 9.9 29/16/52 <br /> Dark brown, moist, medium stiff to stiff <br /> 3 4737 <br /> SILTY SAND <br /> <br /> Tan, buff, moist, loose to medium dense <br />s 2 SS 12 5 8.8 <br /> <br /> <br />10 3 SS 12 7 9.8 <br /> <br /> 4 SS 12 9 19.2 <br /> 15 <br /> <br /> • s <br /> - 1 g 4722 <br /> SILTY SAND with GRAVEL <br /> <br />:I US <br />?:Q red wet, dense <br />gray, <br />5 <br />SS <br />12 <br />50 <br />10.1 <br /> 20- - <br /> <br /> <br /> <br /> 6 SS 12 50 8.2 <br /> 25 <br /> <br /> <br /> <br /> <br />,;•??j <br /> <br />30.5 4709.5 30 <br /> WEATHERED CLAYSTONEtSILTSTONE <br /> 32 Tan ra olive moist moderate! hard 4708 <br /> BOTTOM OF BORING <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 3-7-02 <br />WL ? 17,0 Wp 11- i BORING COMPLETED 3-7-0Z <br />WL rerracon RIG CME-75 FOREMAN DRL <br />WL Initial Water Level Reading APPROVED DAR JOB # 20025036