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L®G OF BORING NO. T-6 <br />Page 1 of 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 />~ DESCRIPTION ~ ~ ~ Zi <br />U ~ > K W ~ <br />'~ Z ~ LL~ <br />_ <br />o- = <br />~ fn <br />v~ W <br />m <br />w ~ <br />O Z (/J <br />,3 (Y w <br />wr Z <br />~ Z Z <br />Ow <br />¢ w ~ ~ 3 <br /> <br />~ <br />Approx. Surface Elev.: 4729.0 ft <br />o <br />~ <br />z ~ ~ mm ° O n ~m <br /> TOPSOIL <br /> z SILTY SAND, moist, brown SM a7z7 <br /> POORLY GRADED SAND WITH SM 1A G R <br /> GRAVEL, gravel 3/4-inch max, occasional <br /> 1 to 2 inch gravel, wet, brown (SP) <br /> 5 <br /> <br /> o SP 2 SS 30 <br /> d <br /> as <br /> 20 <br /> 25 <br />~~. ~: 27 4702 <br /> BEDROCK, siltstone/claystone, moist, gray <br /> <br /> 30 4699 <br /> 30 <br /> END OF BORING <br />I <br />~ <br /> <br />j <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 j'---' 6 WD ~= 5.5 AB BORING COMPLETED 11-13-01 <br />WL ~? i~ 1 ~err~~on RIG CME-55 ~ FOREMAN AB <br />WL AB checked after 24 hours. ~ JOB # 21015136 <br />I <br />s <br />