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~®~a ®F B®~f~{Ci ~®. ~°2 <br />Page 1 of 1 <br />CLIENT <br />Mr. Bob Condon <br />SITE NE of Hwy 60 & Hwy 257 I PROJECT <br />Milliken, Colorado Nature's Park Proposed Gravel Study <br /> - SA MPLE S TESTS <br /> <br />DESCRIPTION p <br />~ E <br />~ <br />F <br />~ ~n <br />Z <br /> <br /> <br />_ <br /> <br />fn <br />~ <br />W c <br />~ <br />Z F <br />u. (~ <br /> = W ~ <br />U Zy ~W <br />W <br />Z ~ ZZ <br />O <br />6 <br />~ d U ~ d U I-O <br />a F <br />- <br />3 } U <br />~ <br /> Approx. Surface Elev.: 4730.5 ft o ~ z r ~ v <br />, m ° o a ~ ~ <br />" " TOPSOIL - <br /> SM 1A G <br /> SILTY SAND <br />i <br />t <br />b <br />SM R _ <br /> , mo <br />s <br />, <br />rown ( <br />) <br /> 5 <br /> .` 5.5 x725 <br /> <br />POORLY GRADED SAND WITH SILT 1 SP <br />SM 2A G R <br /> AND GRAVEL, gravel 1/2-inch max, <br /> occasional 3/4 to 1-inch gravel, wet, brown <br /> (SP-SM) <br /> <br /> <br />10 SP 3 SS 3 <br /> SM <br /> 75 <br /> 20 <br /> SP 4A G R <br /> SM <br /> 25 <br /> <br /> 30 <br /> 32 4698.5 <br /> BEDROCK, siltstone/claystone, moist gray <br /> <br /> 35 4695.5 <br /> 35 <br /> END OF BORING <br />The stratification lines represent the approximate boundary lines <br />behveen soil and rock types: in-situ, the transition may be gradual. <br />WATER LEVEL OBSERVATIONS, ft BORING STARTED 11-13-01 <br />WL ~ 6.5 WD i= 6.5 AB BORING COMPLETED 11-13-01' <br />WL I? ~ 1 ~~rr acon RIG CME-55 j FOREMAN AB <br />WL ~ AB checked after 24 hours. ~ JOB # 21015136 <br />0 <br />N <br />c <br />c <br />