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._q . Huddleston-Bent' Engineering & Testing, LLC BORING NUMBER B-2 <br />640 White Avenue, Unit B PAGE 1 OF 1 <br />r Grand.Junction, CO 81501 <br />'c <br />970-255-8005 <br />970-255-6818 <br />CLIENT United CoMbanies PROJECT NAME. Td- County Gravel <br />PROJECT NUMBER 576-07 PROJECT LOCATION Crawford <br />DATE STARTED 12/3/07 COMPLETED 12/3107 GROUND ELEVATION 100 ft HOLE SIZE 4-inch <br />DRILLING CONTRACTOR GeoCore GROUND WATER LEVELS: <br />DRILLING METHOD CME 55 Truck ZZAT 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 /> 0 o z W e LIMITS w <br /> <br /> <br />a G <br /> <br />p <br /> <br />MATERIAL DESCRIPTION F w <br /> <br />g ?Q <br /> <br />a ?H? <br /> <br />0 -'Q a- <br />4=1 <br />w 3 <br /> <br />w <br /> <br />t- <br /> <br />U W <br />Z? <br />U <br /> <br />? <br />Z <br />w <br />Uz <br />_ <br />?J 0 <br />(0 Z 0 <br />w <br /> d <br />CO a ; o <br />a a <br />o go <br />U ? a _ <br />a z <br />0.0 <br /> Sandy GRAVEL (gw), trace day, brown, moist, medium dense <br /> <br /> <br /> <br /> <br /> <br /> A <br /> <br />2.5 ..` •1: <br /> .q: SS <br />72 6-9-14 <br />10 <br /> ..KR 1 (23) <br /> i <br /> <br />Clayey SAND with Gravel (SC), :brown, moist, dense to medium ? <br /> dense <br /> MC 78 6-16-23 114 15 <br /> 1 (39) <br />5:0 <br /> <br /> SS2: Lab Classified <br /> SS 56 -9- 13 26 18 , 8 27 <br />7.5 <br /> <br /> Me 67 6-10-8 89 16 <br /> 2 (18) i <br /> i <br /> Silty SAND (SM);:brown, moist to wet, loose <br />10.0 .~ <br /> SS3-Lab,Classified SS 61 1`'3-3 23 NP NP NP 23 <br /> 3 (6) <br /> SS <br />4 <br />.67 0-1-6 <br />(7) <br />25 <br /> <br />12.5 e <br />the <br />d <br />ft <br />hi <br />l <br />SHALE <br />r <br /> gh <br />a <br />re <br />y w <br />, g <br />ay; so <br />, <br /> Bottom of:hole at 12.5 feet. <br />Q <br />5 <br />z <br />g <br />QJ <br />V <br />m <br />U <br />F <br />O