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LOG OF BORING NO <br />2 <br />. <br />. Page 1 of 1 <br />CLIENT <br />Plumb Ridge, LLC <br />SITE Weld County Roads 58 S 51 PROJECT <br />Weld County, Colorado Todd Bean Gravel Stud <br /> SAMPLES TESTS <br /> <br />DESCRIPTION p <br />m <br />} O a <br />w <br />z <br /> <br />° w <br />m <br />w > <br />p o'w z Zp <br />p <br />w <br /> U g a U p ?z c <br />) <br />co <br /> a D z W m ?U O o. a <br /> TOPSOIL - 6 inches <br /> 3 CLAYEY SAND <br /> light brown <br /> POORLY GRADED SAND with GRAVEL 5 <br /> maximum gravel diameter - 3/4" <br /> Q <br /> 10 <br /> <br />'• WELL GRADED GRAVEL with SAND <br />" <br /> maximum gravel diameter- 1 112 <br /> <br />• 15 <br /> <br />? <br />. <br />• 20 <br />• ' 22 <br /> POORLY GRADED GRAVEL with SAND <br /> maximum gravel diameter - 2 1/2" <br />0 o <br />O 25 <br /> <br />o <br /> <br />O 9A Da b <br /> 30 <br /> <br />o <br />O <br /> <br />o Q° 35 <br /> 37 <br />'• WELL GRADED GRAVEL with SAND <br />" <br /> maximum gravel diameter - 2 <br /> 40 <br />• 42 <br />Q° POORLY GRADED SAND with GRAVEL <br />" <br /> maximum gravel diameter -1 1/2 <br />0 o 45 <br />O <br /> <br />0 <br />0 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 />WL 8 WD BORING COMPLETED 2-21-08 <br />WL 1 rerracon RIG AP=1000 FOREMAN JSD <br />WL LOGGED JRM JOB # 21085006