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LOG OF BORING NO. 7 <br /> page 1 of 1 <br /> CLIENT ARCHITECT/ENGINEER <br /> JCB Engineering LLC <br /> SITE Whiting Property PROJECT <br /> Windsor, Colorado Proposed Sand and Gravel Mining 0 eration Pit <br /> SA MPLE S TESTS <br /> c~ p <br />° ~ <br />> ~ ~ o is <br /> ~ DESCRIPTION <br />~ <br />~ zT <br /> U <br />S ~ <br />i T <br />N C <br />W W <br />~ <br />2N Z <br />KW <br />~ LL~ <br />ZZ <br /> ~ <br />~ <br />o IW- Z y pU <br /> ¢ <br />t7 ~ w <br />O y <br />~ <br />Z r <br />F- <br />a a~ <br />rn ID 'SO <br />~S U rrg <br />~ a z~ <br />~ to <br /> >/^ 0 <br />5 6"TOPSOIL <br /> . <br />CLAYEY SAND 1 SS 12 15 7.3 <br /> Tan, moist, medium dense to loose <br /> 3 <br /> SANDY LEAN CLAY <br /> i <br />B <br />t <br />lc <br />di <br /> s <br />, ca <br />areous, me <br />rown, rust, mo <br />um <br />2 <br />SS <br />12 <br />5 <br />15.6 <br /> stiff to stiff <br /> 5 <br /> / <br /> g <br /> 8.5 <br /> POORLY GRADED SAND with GRAVEL <br /> Brown, moist to wet, medium dense to 3' SS 12 5 , <br /> dense to <br /> `Cobbles Encountered <br /> 4 SS 12 39 16.4 <br /> 15 <br /> 16 <br /> WEATHERED <br /> SILTSTONE/CLAYSTONE <br /> to Gray, tan, moist, moderate) hard <br /> SILTSTONE/CLAYSTONE <br /> '~ 19 <br />3 Gra t <br />h <br />i <br />d <br />t <br />d <br />t <br />) h <br />ro <br /> . <br />an. mo <br />s <br />mo <br />era <br />e <br />e <br />to <br />ar <br /> ' BOTTOM OF BORING ' <br /> <br />.- <br />0 <br />co <br />z <br />O <br /> <br />,°~j The slratifiglion Iine3 represent Ne approxlmale boundary IIn9s <br /> between soil and mck types: in-situ, the transltlm maybe 8ratlual. ~ . <br /> WATER LEVEL OBSERVATIONS, ft BORING STARTED 8-20-03 <br />a WL S_Z g WD _ ~ RtNG C <br />8 20 O <br />E <br />O <br /> <br />WL SL ~~~~ ~~~~ R G <br />CME-55 D <br />OREMAN <br />F <br /> <br /> WL Initial Water Level Reading APPROVED DAR JOB# 20035110 <br />