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L®G ®F ~®Rli\IG N~. T-5 Page 1 of 1 <br />CLIENT <br />Mr. Bob Condon <br />SITE NE of Hwy 60 8 Hwy 257 <br />Milliken, Colorado PROJECT <br />Nature's Park Proposed Gravel Study <br /> SA MPLES ~ TESTS <br />~ <br />_ <br />a <br /> <br /> <br />~ DESCRIPTION <br /> <br /> <br /> <br /> <br />pprox. Surface Elev.: 4730.5 ft <br />= <br />~ <br />d <br /> <br />o ~ <br />N <br />y <br />U <br /> <br />~ <br />W <br />m <br /> <br /> <br />z <br /> <br />W <br />a <br /> <br />~ ~ <br />> <br />O <br />U <br /> <br />~ _ <br />ZN <br />~ <br />I-O <br /> <br />of m ~ <br />KW <br />wF <br /> <br />I-Z <br />~ ° ~ <br />Z <br />m <br /> <br />} <br />o a z~ <br />ZZ <br />Uw <br /> <br />U0: <br />~ vii <br /> ' TOPSOIL <br /> <br /> <br />SANDY SILT <br />moist to w <br />t <br />bro <br />n <br />ML) ML 1A G R <br /> , <br />e <br />, <br />w <br />( <br />Y <br />7 4723.5 <br />5 <br /> POORLY GRADED SAND WITH <br />GRAVEL, gravel 3/4-inch max, medium <br /> dense, wet, gray/tan (SP) to SP 2 SS 12 <br /> 15 <br /> u SP 3 SS 13 <br /> <br />'~.~- Gravel lens with cobble at 20'. <br />25 4705.5 <br />2 <br />25 <br /> BEDROCK, siltstone/claystone, moist, gray <br /> <br /> <br /> <br /> <br /> 30 <br /> <br /> <br /> <br /> <br /> 35 4695.5 35 <br /> END OF BORING <br />The stratincation 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 />2 5 WD i~ 2.5 AB 1 ~ ORING CO <br />II 13 <br />D <br />WL ? ~ rr icon B <br />A6 <br />ME55 ~ F <br />OREMAN <br />WL ~ AB checked after 24 hours. ~ JOB ~ 21015136 <br />s <br />0 <br />c: <br />~' <br />c <br />c <br />0 <br />