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<br /> <br />c <br />a <br />ham.. <br />LOG OF BORING NO. 4 <br />Page 1 of 1 <br />CLIENT <br />Conne( Resources <br />SITE WCR 25 and WCR 64 PROJECT <br />Weld County, Colorado Gravel Study <br /> SAMPLES TEST$ <br /> DESCRIPTION m >: <br />m a <br />= <br />U } Z h- <br />f <br />u- <br />? <br />z <br />(L : <br />t- <br />w w <br />W > <br />O z?n <br />5 0: w <br />w E- z <br />Z) z <br />O uzi <br />? <br />n <br />Approx. Surface Elev.: 4740 ft w <br />? m <br />? <br />z a w <br />x d- <br />co m QO <br />o M°- <br />? 0. ZH <br />? co <br /> 0.5 6' CULTIVATED TOPSOIL 4739.5 <br /> 1.5 SANDY LEAN CLAY 4738.5 <br /> Dark brown moist stiff <br /> SILTY CLAYEY SAND <br /> Tan, buff, moist, loose <br /> <br />5 1 SS 12 6 6.4 <br />• 5.5 4734.5 <br /> SILTY SAND <br /> Tan, brown, moist, loose <br /> 10 <br />2 <br />SS <br />12 <br />7 <br />5.1 <br /> <br /> 12 4728 <br /> SILTY CLAYEY SAND with GRAVEL <br /> 13.5 Brown red moist loose to medium dense 4726.5 <br /> SILTY SAND <br /> <br />Tan <br />gray <br />red <br />moist to wet <br />medium dense <br />15 3 SS 12 18 - 6.4 . <br /> , <br />, <br />, <br />, <br /> ,' 1s 4722 <br />a? WELL GRADED GRAVEL with SILT and <br /> SAND 4 SS 12 24 6 <br />6 <br /> Tan <br />ra <br />wet <br />medi <br />de 20- . <br /> , g <br />y, <br />, <br />nse <br />um <br />a• <br /> <br /> <br /> <br />i L 24.5 4715.5 5 <br /> <br />WEATHERED CLAYSTONEISILTSTONE <br />25 SS 12 14 13.6 <br /> <br /> Gra olive rust moist moderate) hard <br /> BOTTOM OF BORING <br />The stratiricalion fines represent the approbmate 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 />WE Q 17.5 WD ? BORING C <br />3 <br /> <br />WL <br />? <br />7Z I rerracon RIG <br />CME 75 D FOREMAN <br />DRL <br />WL Initial Water Level Reading APPROVED DAR JOB # 20025036