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4 <br />LOG OF BORING NO <br /> - <br />Page 1 of 1 <br /> CLIENT ARCHITECT/ENGINEER <br /> JCBEn ineering.LLC <br /> SITE Whiting Property PROJECT <br /> Windsor, Colorado ' Proposed Sand and Gravel Mining Operation Pit <br /> SA MPLE S TESTS <br /> <br />U O = <br />~ n <br />O a <br /> ~ <br />v DESCRIPTION <br />r ~ ~ r ~ F z <br />C <br /> _ . <br />= } <br />rn x <br />wm w <br />~ z"' wh j zOZ <br /> <br /> V' ~ ~ Z ~ K Ni0 7rU O n 7(9 <br /> ='' os 6"TOPSOIL <br /> CLAYEY SAND 1 SS 12 7 11.9 <br /> Tan, moist, loose <br /> <br /> •~ <br /> SANDY LEAN CLAY 2 SS ' 12 2 . 21.9 <br /> Brown, rust, moist: calcareous, soft 5 <br /> <br /> 3 SS 12 2 25.B <br /> 10 <br /> 10 <br /> POORLY GRADED GRAVEL with SfLT . <br /> ° and SAND <br /> ° Brown, moist to wet, medium dense <br /> ° <br />, "Cobbles Encountered <br /> > 4 SS 12 29 12.2 <br /> b 75 <br /> o <br /> 0 <br />0 <br /> s ss 12 zs 1o.a <br /> f 20 <br /> 0 <br /> o ~ <br /> WEATHERED' . <br /> <br />' Z3.5 SILTSTONFJCL4YSTONE <br /> x Gra tan moist moderdtel hard <br /> x 2a s SILTSTONFJCI.A STONE 6 SS 10 50/0.8 15.3 <br /> Gra tan moist moderately hero to hard <br /> BOTTOM OF BORING <br />0 <br />° <br />i <br /> <br />w <br />i7 T'he SVeEiFi~tion linos represent the approximate boundary lines <br /> between soil and rock types: in~situ, the vansttlon may be gradual. <br />3 WATER LEVEL OBSERVATIONS, ft BORING STARTED 8-20-03 <br />P WL Y9 WD ~ i BORING COMPLETED 8-20-03 <br />S WL 2 s ~~~~~~ <br />O~ <br />C RIG CME-55 FORENIAN JD <br /> <br />" WL Inirial Water Level Reading APPROVED DAR JOB # 20035110 <br />