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Huddleston-Berry Engineering & Testing, LLC BORING NUMBER B-1 <br />r, 640 White. Avenue, Unit B <br />PAGE 1 OF 1 <br />Grand Junction, CO 81501 <br />970-255-8005 <br />_ <br />- 970-255-6818 <br />CLIENT United Companies PROJECT NAME Th- County Gravel <br />PROJECT NUMBER 576-07 PROJECT LOCATION Crawford <br />DATE STARTED 1213/07 COMPLETED 12/3/07 GROUND ELEVATION 100 ft HOLE SIZE 4-inch <br />DRILLING CONTRACTOR GeoCore GROUND WATER LEVELS: <br />DRILLING METHOD CME 55 Truck Q AT TIME OF DRILLING 11.0 ft / Elev 89,0 ft <br />LOGGED BY MAB CHECKED BY MAB TAT END OF DRILLING 11.0 ft / Elev 89.0 ft <br />NOTES AFTER DRILLING <br /> ATTERBERG <br /> W o Z t e LIMITS W <br /> <br />a <br />p <br /> <br />MATERIAL DESCRIPTION ?w <br />wm <br />j g ?o <br /> <br />? a yiN-5 <br />z? <br />OJ: ¢ a <br />Fw <br />w 3 5F,, <br />z?. <br />a w <br />jF <br />DZ <br />v <br />t w <br />p <br />t- <br />t? <br />H ?_ <br />x <br />v z_ <br />Oo <br />U <br /> _ <br />Z <br />U? <br />mI L) Z <br /> <br />Uv <br /> <br />> v _ <br /> <br />Oz <br /> <br />(3 <br /> <br />4N? w <br /> <br />z .. <br /> <br />CO <br /> w a <br /> a. a. FL <br />0.0 <br /> Sandy GRAVEL and. COBBLES (gw), trace day, brown, moist, <br /> ••'??` medium dense <br /> .'4. <br /> <br /> <br /> <br /> <br /> <br />2 <br />5 <br />?: $S_ <br />1 0 50/5° <br />. .:. <br /> <br /> <br /> <br /> <br /> ..4 SS 39 9-14-11 11 .13 <br /> 2 (25) <br /> <br />5.0 <br /> Sandy SILT (ML), trace gravel, trace day, trace organics, brown, <br /> moist to wet, loose to medium dense I <br /> 3S` 78 5(2U?1 17 NP NP NP 51 <br /> SS3: Lab.Classifed +l <br /> MC 72 105 1'3• <br />7.5 ( <br /> <br /> i <br />10.0 <br /> SS 39 2- -2 12 <br /> <br /> S 67 2( 9) 17 NP NP NP <br /> 5 <br /> <br />12.5 n ha <br />highly we <br />thered <br />h <br />ft t <br />di <br />d <br />SHALE <br />s <br />, <br /> a <br />ur <br />r <br />, <br />,.g <br />ay, <br />o <br />me <br />o <br /> <br /> <br /> i <br /> <br /> SS '5 50/2" + <br /> Bottom of-hole at 14:21feet: 6• ! <br />I( <br />t <br />N <br />m <br />5 <br />w <br />?a <br />8 <br />of <br />U <br />2 <br />x <br />w <br />0