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,. w Huddleston-Berry Engineering & Testing, LLC BORING NUMBER B-3 <br />`P640 White Avenue, UnitB <br />Grand Junction, CO 81501 PAGE 1 OF 1 <br />970-25578005 <br />- 970-255-6818 <br />CLIENT United Companies PROJECT NAME Tri- County Gravel <br />PROJECT NUMBER 576-07 PROJECT LOCATION Crawford <br />DATE STARTED 12/3/07 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' VAT TIME OF DRILLING 11.0 ft / Elev 89.0 ft <br />LOGGED BY MAB CHECKED BY MAB Z AT END OF DRILLING 11.0 ft / Elev 89.0 ft <br />NOTES AFTER DRILLING - <br /> ATTERBERG <br /> CL o Z w at LIMITS W <br /> U <br />= <br /> <br /> <br />a O <br /> <br /> <br /> <br />ATERIAL-DESCRIPTION <br /> <br />W <br /> <br /> <br />_j >- <br /> <br />of <br /> <br />C7 rn W <br /> <br />I— <br /> <br />0 ¢ <br />j D w <br /> <br /> <br />w <br /> <br /> <br /> <br />n <br /> <br />Of ; <br /> <br />?' W <br /> <br /> <br />0 <br /> <br /> <br />U <br /> <br />P: t= <br /> <br />>. <br /> <br />U x <br /> <br />H <br /> <br />Z _ <br />UZ le <br />0 <br />. <br />2 <br />a <br />-J <br /> <br />J <br />g w <br /> <br />Z <br /> <br />Z <br /> N W O U a 5 - <br />0.0 a. - <br /> Gravely; Silty, <br />SAND (SM), trace day, trace organics; brown moist, <br /> medium dense <br />2:5 •:' <br /> SS I56 (14 11 25 <br /> <br /> <br />MC i <br />67 <br />4-20-20 <br />107 <br />10 <br /> 1 (40) <br /> <br /> S 83 <br />14 <br />10-10-14 <br />15 <br /> 2 (24) <br />7.5 <br /> <br /> SS3: Lab Classified <br /> 3S ! 50 3(x,2 14 NP NP NP 33 <br />10.0 Sandy GRAVEL (gwbrown,. mois..to wet, very dense 2C 38 <br />. <br />18-50/2" <br /> <br /> <br /> <br /> <br /> <br /> ' <br /> i <br /> <br />12:5. :: O' ' <br /> SHALE, gray, soft to medium.hard;-highly weathered ?ta SS 50 5012" " <br /> Bottom of'liole at'12.7 feet- 4.