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~®G ®F ~i®~I~Ca N®. ~-®, <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 TESTS <br />U' <br />~ <br />DESCRIPTION <br />- O <br />°' = <br />> <br />~ D a <br />Z i <br />U r } <br />~ ~ W ~ Z H <br />Z LL (~'J <br /> <br />a ul <br />O <br />O <br />rZ Z Z <br />O <br />Q <br />~ <br />Approx. Surface Elev.: 4729.0 ft <br />o U <br />~ `c <br />z a <br />~ U <br />~ F- <br />~ m <br />3 ° } <br />o o. K <br />~ vYi <br /> ' TOPSOIL <br /> <br /> <br />SANDY SILTY, moist, light brown (SM) ML 1 SS <br /> 5 <br /> <br /> 7 <br />4722 <br /> _ <br />POORLY GRADED SAND with SILT and <br /> GRAVEL, gravel 1/2-inch max, very loose <br /> to medium dense, wet, brown (SP-SM) SP 2 SS 3 <br /> 10 SM <br /> 15 <br /> 20 SP 3 SS 43 <br /> SM <br /> 25 <br /> 30 <br />' ~ ~ 35 4694 35 <br />. x <br />BEDROCK, siltstonelclaystone, moist, grey <br />. <br />x <br />x x <br />x <br />x <br />x <br />, <br />' . <br />x <br />x <br /> <br />40 4689 <br /> <br />40 <br /> END OF BORING <br />, <br />I <br />I <br />The stratification lines represent the approximate boundary Tines <br />between sail and rock types: in-situ, the transition may be gradual. <br />WATER LEVEL OBSERVATIONS. ft BORING STARTED 11-13-01 <br />7 AB <br />~ WD I <br />l 1 D BORING C <br />11 13 <br />P <br />WL <br />id <br />II err ~c®n A8, <br />CME55 ~ <br />OREMAN <br />WL ~ AB checked after 24 hours. j JOB # 21015136 <br /> <br />c~ <br />i <br />`S <br />0 <br /> <br />