Laserfiche WebLink
LOG OF BORING NO. 1 <br /> Page 1 of 1 <br /> CLIENT ARCHITECT/ENGINEER <br /> JCB Engineerin LLC __. <br /> SITE Whiting Property PROJECT <br /> Windsor, Colorado Pro osed Sand and Gravel Mining Operation Pit <br /> SA MPLE S TESYS <br /> O <br />m C e ~ ~ 4 <br /> DESCRIPTION ~ r F r LL~ <br /> r d w m ' z w~ ~ o~ <br /> ~ ~ ~ w <br />a o <br />v 3 <br />~o ¢o ¢- z~ <br /> [, ~ O 7 Z F C ym 7iU O n ~y <br /> ='" 5 6" TOPSOIL <br /> 0. <br />CLAYEY SAND 1 SS 12 5 17.9 <br /> z Tan, moist. Ioose <br /> SANCY LEAN CLAY <br /> . Brown, rust, moist. calcareous, soft <br /> 2 5S 12 3 20.1 <br /> 5 <br /> 9 <br /> _ <br />POORLY GRADED GRAVEL with SILT <br />3 <br />SS <br />12 <br />24 <br />4.7 <br /> and SAND 10 <br /> ° Brown, moist to wet. medium dense <br /> O <br />e <br /> ° 4. SS' 12 30 13.9 <br /> ° 'Cobbles Encountered t5 <br /> ° <br /> 0 <br />O <br /> ° <br /> 5 SS 9 8 <br />50!0 13 <br />2 <br /> ° . . <br /> zo <br /> 2t <br /> WEATHERED <br /> SILTSTONElCLAYSTONE <br />~"5 <br />' <br /> . x Gra tan moist <br />rnoderatel hard <br /> x SILTSTONEICLAYSTONE <br /> Gra <br />tan <br />moist <br />moderatel <br />hard to hard <br /> , <br />y <br />y, <br />, <br />., x x 24.7 6 SS 8 50!0.7 14.1 <br /> BOTTOM OF BORING <br />M <br />( <br />7 <br />x <br />O <br />u <br />c <br />ti <br />~ <br />The stratltlCatlon Ilnes re'pr&seni the aDDmxlmate boundary line9 <br />g belwaen Boll and rock types: In-situ, the tmnsitioh may be gradual. <br /> WATER LEVEL OBSERVATIONS, ft 80RING STARTED 6-20-D3 <br />$ wL 4 g WD BORING COMPLETED 8-20-03 <br /> 1 f <br />o WL `-~ ~rr~con RIG CME-55 FOREMAN JD <br /> <br />= wl t..t,ht tAhtor I Pvrtl Rr±edino APPROVED OAR JOB # 20035110 <br />