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LOG OF BORING NO. 6 page 1 of 1 <br /> CLIENT ARCHITECT/ENGINEER <br /> JCB Enginserin LLC <br /> SITE Whiting Property .PROJECT <br /> Windsor, Colorado Proposed Sand and Gravel Mining Dperation Pit <br /> SA MPLE S TESTS <br /> <br />U <br />~ <br /> <br />DESCRIPTION <br />O <br />g C <br /> <br />~ <br />~ ~ <br />ZI <br /> c ~ F ~ LLt' <br /> _ <br />a <br />~ _ <br />~ ~ m <br />~ w 'o z= ~w ~ o~ <br /> v ?ar• U ~-O a0 ¢ u Z~ <br /> p j Z F ~ ym ?yU O a UN <br /> O <br />" <br /> IL <br />0.5 6 <br />TOPS <br /> SANDY LEAN CLAY 1 SS 12 10 11.9 <br /> Brown, rust, moist, calcareous, soft <br /> , <br /> <br /> 2 SS 12 2 21.5 <br /> 5 <br /> 7,5 <br /> POORLY GRADED GRAVEL with SILT <br /> and SAND <br /> ° Brown, moist to wet, dens0 3 SS 12 24 29.1 <br /> 10 <br /> D <br /> 0 <br />° <br /> ' Cohbles.Encountered <br /> 4 SS 12 48 10.5 <br /> 15 - <br /> 0 <br /> n <br /> WEATHERED <br /> 785 SILTSTONElCLAYS70NE <br /> . • Gra tan m ist moderate) hard <br /> x' X9;6 SILTSTONEJCIAYSTONE <br /> Gra ian moist moderate) hard to harcl <br /> BOTTOM OF BORIN <br />~ <br />5 <br />k <br />t7 <br />0 <br />V <br />°'~ The str tlgcatlon Ilnes represent the approxim3ta boundary nrree ~ , <br />s between Soil and rock [ypes~ in•situ. the transition may ba gradual. <br />g WATER LEVEL OBSERVATIONS, ft BORING STARTED 8-20-03 <br /> 3 WO 8 20 <br />RING C <br />E <br />o <br />~ WL ~ <br />- .Y <br />- ~ ~~~~~~0~ RG <br />POREMAN <br />JD <br />OME-55 <br />WL Initial Water Level Reading APPROVED OAR JOBak 20035110 <br />