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<br /> <br />L <br />f <br />C <br />_ c <br />F <br />C <br />C <br />C <br />C <br />0 <br />B <br />r <br />C <br />a <br />C <br />L u <br />U <br />i <br />a <br />LOG OF BORING NO. 6 <br />Page 1 of 1 <br />CLIENT <br />Connel Resources <br />SITE WCR 25 and WCR 64 PROJECT <br />Weld County, Colorado Gravel.Stud <br /> SAMPLE S TESTS <br /> DESCRIPTION in >.: a °w ° <br />(J (x t- E z <br />Q F=•- m <br />V Co W O z? wF OwW <br />W- <br />o <br />Approx. Surface Elev.: 4717 ft w <br />Q 0 <br />i <br />D <br />z a <br />? w <br />It a0 <br />m m QO <br />goo ?- <br />A K ZF <br />Z rn <br />•' ?: o.5 6" TOPSOIL 4716.5 <br /> SANDY LEAN CLAY <br /> Tan, brown, moist, medium stiff <br /> 4 <br />4713 <br /> _ <br />SILTY SAND 1 SS 12 4 29 <br />9 <br /> T <br />b <br />i <br />t t s . <br /> an, <br />rown, mo <br />s <br />o wet, loose to medium <br /> s <br />4711 <br /> dense <br />•'?'' SILTY SAND with GRAVEL <br />•0•tiQ 8 Tan brown we loose to medium dense 4709 <br /> 9 SILTY CLAYEY SAND with GRAVEL 4708 <br /> Brown tan moist loose to medium dense <br /> WEATHERED CLAYSTONEISILTSTONE 10- <br /> Gray <br />moist moderate! hard 4706 <br />X x , <br />CLAYSTONEISILTSTONE <br />X X Gray, moist, hard to very hard <br />x x <br />x x <br />x x <br />14.3 4702 <br />5 <br /> . <br />BOTTOM OF BORING <br /> <br />I 1 <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 4-1-02 <br />WL 2 4.0 WD 1 BORING COMPLETED 4-1-02 <br />WL 1 1 i re r RIG CME-55 FOREMAN AIRS <br />WL Initial Water Level Reading APPROVED DAR JOB # , 20025036, <br />