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5 <br />LOG OF BORING NO <br /> . <br />Pa e 1 of 1 <br /> CLIENT ARCHITECT/ENGINEER <br /> JCS Engineering LLC <br /> SITE Whiting Property PROJECT <br /> Windsor, Colorado Pro osed Sand and Gravel Mining O oration Pit <br /> SA MPLE S TESTS <br /> (: O ~ <br />~ <br />~ O ~ <br />W <br /> ~ DESCRIPTION c ~ ~ ~ ~ ~ LL ~ <br /> . = N m > ZN WH ~ Ow <br /> r'" <br />w N <br />a <br />~ W <br />y ~ <br />w ~ ~ <br />a~ F- Z <br />a0 >- <br />z ~ U <br />z~ <br /> ~ O i <br />7 Z r K v1m ~U O A UN <br /> " T <br />P <br /> 0.5 6 <br />SOIL <br />O 1 SS 12 7 11 <br />3 <br /> SANDY LEAN CLAY . <br /> Brown, rust, moist, calcareous. soft <br /> <br /> Si; <br /> d <br /> POORLY GRADED SAND wlth'GRAVEL Z SS S2 6 19.B <br /> Brown, moist to wet, dense 6 <br /> <br />Y 3 SS 12 19 22.8 <br /> 10 <br /> ' Cobbles Encountered 4 SS '12 23 25.5 <br /> 15 <br /> 1 .5 <br /> WEATHERED Zp <br /> SILTSTONElCLAYSTONE <br /> Gray, tan, moist, moderately hard <br /> 22 <br /> z x SILTSTONE/CL'AYSTONE <br /> „ x Gray, tan, moist, moderately hard to hard <br /> xx <br /> z z 2d.3 <br /> BOTTOM OF BORING • <br /> <br /> <br /> The atratilcetion linos represent the approximate 6pundary lines ~ ' <br /> belw2en soil and rock types: in-situ, the transition may be gratlual. <br />~ WATER LEVEL OBSERVATIONS, ft BORING STARTED 8-20-03 <br />~ WL Q 3 WD a BORING COMPLETED B-20-03 <br />o WL ~ ~ 1 f~rr~con RIG CME-55 FOREMAN JO <br />~ WL Initial Water Level Reading APPROVED DAR JOB # 20035110 <br />