Laserfiche WebLink
LOG OF BORING NO. Y~1 <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 MPLE S I TESTS <br />U <br />~ O 5 r ^ n <br /> DESCR{PTION ~ ~ _ ~ F z~ <br />U <br />d ,r Y tY <br />m u1 <br />O ~ <br />? Z <br />w <br />~ u- O <br />O <br /> r v, w ~ r <br />~Z <br />y W <br />U <br />~ Approx. Surface Elev.: 4734.0 ft o ~ z ~ ~ aim 3 ~ o a ~ v~i <br />' TOPSOIL <br /> L A <br /> <br />2 SANDY LEAN CLAY, moist, brown CL a732 C 1 G R <br /> SANDY SILT, wet, dark brown (ML) <br /> 5 <br /> 5.5 4728.5 <br /> POORLY GRADED SAND, gravel 1/2-inch - <br /> max, medium dense, wet, tan (SP) <br /> to SP 2 SS 20 <br /> <br /> 15 <br /> 2 SP 3 SS 21 <br /> 0 <br /> 25 <br /> 30 <br />':: 35 4699 35 <br /> BEDROCK, siltstone/claystone, moist, gray <br /> <br /> <br /> 46x4 <br />40 <br /> 40 <br />I END OF BORING <br />The stratification lints represent the approximate boundary lines <br />between soil and rock types: in-situ, the transition may bz gradual. <br />WATER LEVEL OBSERVATIONS, ft BORING STARTED 11-13-01 <br />WL ~~ 6 WD i~ 5.5 A8 1 ~ ORING CO <br />II 13 <br />D <br /> <br />WL e rr icon B <br />OREMAN <br />ABI <br />ME 55E <br />WL j AB checked after 24 hours. JOB # 21015136'. <br />