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LOG OF BORING NO <br />4 <br />. <br />Page 1 of 1 <br />CLIENT <br />Plumb Ridge, LLC <br />SITE Weld County Roads 58 & 51 PROJECT <br />Weld County, Colorado Todd Bean Gravel Stud <br /> SAMPLES TESTS <br />Ur <br />U <br />DESCRIPTION J C a <br />L <br />U 3f <br /> 4e ?w z Z <br />z2 <br /> EL 0 M a U p ?z } 0? <br />C7 O Z F } m 'SU 0 a Ito <br /> TOPSO L - 6 inches <br /> 3 CLAYEY SAND <br /> light brown <br /> <br />: WELL GRADED SAND with GRAVEL 5 <br />' ' <br />' maximum gravel diameter -1" <br /> 0 <br /> 1 <br /> 12 <br />Q° POORLY GRADED GRAVEL with SAND <br />" <br />0 o maximum gravel diameter - 2 <br /> <br />O 15 <br />° QO <br />o D <br />O 20 _ <br /> <br />O? <br />° <br />p 25 <br />0 <br />0 <br /> <br /> <br />0 0 <br />O <br />° o0 <br />00 35 <br /> <br />0 <br />0 <br />p 40 <br /> 42 <br /> POORLY GRADED SAND with GRAVEL <br /> " <br /> maximum gravel diameter - 2112 45 <br /> <br /> <br />::: 50 <br /> <br />END OF BORING 50 <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 2-21-08 <br /> 4 WD = BORING COMPLETED <br />2 <br />WL 7 I fierracon RGAP-1000 _ <br />FOREMAN JSD <br />WL LOGGED JRM JOB # 21085006