Laserfiche WebLink
i <br /> <br />E <br />t` <br />LOG OF BORING NO. 5 <br />Page 1 of 1 <br />CLIENT <br />Connel Resourcet <br />SITE WCR 25 and WCR 64 PROJECT <br />Weld County, Colorado Gravel Study <br /> SAMPLE S TESTS <br /> DESCRIPTION m >" w <br />U c D W z <br />Z r- ZH <br />C7 <br />Q_ I=- U) <br />U ui <br />m w O Z? WIC- ZD Ow <br />of <br />o <br />Approx. Surface Elev.: 4720 ft w <br />o co <br />D j <br />z o- 0 w <br />a a? <br />en m Qd <br />90 M- <br />0$ z? <br />D v) <br /> 6' CULTIVATED TOPSOIL 4719.5 <br /> SILTY CLAYEY SAND <br /> 2 <br />4718 <br /> Tan, brown, dry to moist, loose to medium <br /> ense <br /> 4 SILTY SAND 4716 <br />'• Tan brown moist loose to medium dense 1 SS NR 10 1.7 <br /> SILTY SAND with GRAVEL 5- <br /> Tan, brown, moist, loose to medium dense <br />c : <br /> 9 4711 <br /> 10 SILTY CLAYEY SAND with GRAVEL 4710 <br /> Brown tan moist loose to medium dense 10 <br /> WEATHERED CLAYSTONEISILTSTONE <br /> 12 Gra moist moderate hard 47os <br />X x <br />X X CLAYSTONEISILTSTONE <br />X x Gray, moist, moderately hard to hard <br />X x 14.8 4705 2 SS 9 5010.8 13.1 <br /> BOTTOM OF BORING <br /> r <br />The stratification tines represent the approximate boundary tines _ <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 DRY WD 1 1 <br />i <br />r <br />i BOR 4-1-02 <br />ING COMPLETED <br />D <br /> <br />VVL erracan RIG <br />CME-55 FOREMAN AIRS <br />WL Initial Water Leve[ Reading APPROVED DAR JOB # 20025036