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r <br />, <br />c <br />c <br />?. i <br />C <br />l <br />F <br />L <br />c <br />' a <br />u <br />a <br />c <br />u <br />a <br />C <br />LOG OF BORING NO. 3 <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 /> <br />DESCRIPTION <br />co c Da <br /> <br />Uj <br />f <br />S <br /> <br />a <br /> <br />z >- <br /> <br />co it <br /> <br /> <br />m w <br /> <br /> <br />a - <br /> <br /> <br />z? z <br /> <br /> <br />Lu 3 <br />U. <br />~ <br />zz <br /> I-- <br />w co ? 0 U1 <br /> <br />ca <br />Approx. Surface Elev.: 4741 ft <br />o <br />Z <br />a i <br />u) n Q c ~ <br />z <br /> 0.5 6" CULTIVATED TOPSOIL 4740.5 <br /> 2 SANDY LEAN CLAY 4739 1 SS 12 8 12.9 - <br /> Dark brown moist stiff <br /> SILTY SAND <br /> Brown, tan, moist, loose to very loose <br /> <br />5 2 SS 12 8 5.2 <br /> <br /> 3 SS 12 2 9 <br />1 <br /> 10 <br />5 10 . <br /> . <br />4730.5 <br /> SILTY SAND with GRAVEL <br />e:?Q Tan, red, gray, moist to wet, medium dense <br /> <br />z?-:• <br />•;5. to dense <br /> <br />15 4 SS 12 20 9.0 <br /> <br />• SL <br />• <br />• <br />' <br />' <br />' 5 SS 10 50/0.8 11.6 <br /> 20 <br />`?' • <br /> Cobbles Encountered with Depth <br />• <br /> 6 SS 12 38 8.3 <br /> 25- <br />•:? <br /> 27 <br />5 <br /> . <br />4713.5 <br /> <br />i <br />i <br />I AUGER REFUSAL <br />The stratirication fines represent the approximate boundary fines <br />between soil and rock types: in-situ, the transition may be gradual. <br />WATER LEVEL OBSERVATIONS, ft BORING STARTED 3-7-02 <br /> 7 <br />WL - 17.0 WD 1- <br /> BORING COMPLETED 3-7-02 <br /> T 1 1r <br />WL - <br />- - erracon <br /> <br />RIG CM E-75 <br />E-75 FOREMANDRRLL <br /> <br />WL Initial Water Level Reading APPROVED DAR =