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LOG OF ~OFtBMG NO. ~-3 <br />Page 1 ofi 1 <br />CLIENT <br />Mr. Bob Condon <br />SITE NE of Hwy 60 & Hwy 257 PROJECT <br />Milliken, Colorado Nature's Park Proposed Gravel Study <br /> ~ SA MPLES ~ TESTS <br /> <br />~ <br />DESCRIPTION O I = D a <br /> <br />U <br />s ~ <br />> w w = z ~ <br />(7 <br />z~ <br />_ _ <br /> <br />r <br /> <br />rn <br />W > <br />O Z(~ <br />~ Kw <br /> <br />w ~ ~ Z <br /> <br />w <br /> <br />~ <br />} FZ <br />3 ? U~ <br />~ <br /> Approx. Surface Elev.: 4729.0 ft o `j z r <br />- a o, m ° o o- ~ u <br />i <br /> ' TOPSOIL <br /> ML 1A G R <br /> SANDY SILT, moist, tan, brown (M ) <br /> s a7za <br /> <br />POORLY GRADED SAND WITH SILT s <br /> AND GRAVEL, gravel 1!2-inch max, moist, <br /> g brown (SP-SM) ? 4721 <br /> SANDY SILT, very soft, wet, black (ML) <br /> ML 2 SS 1 <br /> 11 4718 10 <br /> POORLY GRADED SAND WITH SILT <br /> AND GRAVEL, gravel 1!2-inch max, wet, <br /> brown (SP-SM) <br /> is <br /> SP 3 SS 26 <br /> zo SM <br /> zs <br /> 30 <br /> ~~~ ~ 31 4698 <br /> BEDROCK, siltstone/claystone, moist, gray <br /> <br /> <br /> 35 4694 <br /> 35 <br /> END OF BORING <br />i <br />I <br />i <br />The stratification Tines 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 11-13-01 <br />WL ~~' 7.5 WD j? 7.5 AB BORING COMPLETED 11-13-01 <br />WL 12 ~y 1 f~rr~con RIG CME-55 FOREMAN AB <br />WL ~ AB checked after 24 hours. ~ JOB # 21015136 <br />