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LOG OF BORING NO. $ <br />Pa e 1 of 1 <br />CLIENT ARCHITECT/ENGINEER <br />JCB Engine®ring LLC <br />SITE Whiting Property PROJECT <br />Windsor, Colorado Pro osed'Sand and Gravel Mining Operation Pit <br /> SA MPLE S TESTS <br /> <br />(} <br />~ <br /> <br />DESCRIPTION ~ <br />(J <br />~ ~ <br /> <br />~ <br /> <br />~ <br />~ <br />F <br />r P <br />w C <br />z~ <br /> <br />~ c <br />y <br />w <br />~ .- <br />w ~ <br />z ~ <br />zz <br />x = m o zN ¢ <br />wr ~ o <br />r~ o. V ~ a U ti V Q O <br />A ¢ <br />o 21~- <br />V ~ ~ Z ~ K wm SV P 7tn <br /> o <br />s 6" TOPSOIL <br /> . <br /> SANDY LEAN CLAY 1 SS 12 15 <br /> Brown, rust, moist, calcareous, medium <br /> stiff to stiff <br /> . 2 SS 12 6 <br /> s <br /> 5 <br /> WELL GRADED SAND with GRAVEL <br /> Brown, moist to wet, medium dense to <br /> dense 2 <br /> 3 SS 12 16 <br /> 10 <br /> 4 S$ 12 25 <br /> 15 <br />•.' t7.5 <br /> WEATHERED <br /> SILTSTONFJCLAYSTONE <br /> ts.s Gray: tan. moist, moderately hard 5 SS . 8 5010.7 <br />x x SILTSTONE/CLAYSTONE yd <br />" " Gray, tan, moist, moderately hard to haro <br />k A <br />Hx <br />s <br /> <br />.x <br />.k _.. <br />k, <br />k. <br />k z <br /> <br />`2 ~ ' <br />2 <br />Q <br /> , <br />. <br /> BOTTOM OF BORING <br />Tne st+atlnnnon ants represent mt approximate boundary lines <br />between soil and mck types: In-sIW, the Iransltion may be gradual. <br />WATER LEVEL 085ERVATIONS, ft BORING STARTED 8-19-03 <br />WL ~ 7 WD S 8-19 <br />RING C <br />ED <br /> <br />WL <br />~ <br />Y ~ ~~^ ^ ~i~O~ R G <br />CME- S FOREMAN <br />CG <br />~ `^~L Initial Water Level Reading APPROVED DAR J08 # 20035110 <br />c <br />a <br />`c <br />a <br />O <br />QqV <br />W¢ <br />F <br />0 <br />R <br />a <br />a <br />