Laserfiche WebLink
. <br /> � <br /> LOG OF TEST BORING <br /> JOB N0. 4115 91-101 VERTICAL SCALE 1° = 5� BORING N0. 3 � <br />'" PROJECT PROPOSED ORONO MLTNICIPAL FACILITIES-ORONO, MINNESOTA <br /> DEPTH DESCRIPTION OF MATERIAL CLASSIF GEOLOGIC N SAMPLE LABORATORY TESTS <br /> FEET SURFACE ELEVATION lOZO.O ICATION pRIGIN CR WL N0. TYPE W D lL PL or <br />: SYMBOL ROD <br /> LEAN CLAY, black, soft CL/OH Topsoil 6 1 SB <br /> 1.5 1 <br /> FAT CLAY, light brownish gray and brown CH Fine = <br />•� mottled, soft Alluvium 5 2 SB � <br /> 4.0 <br /> SANDY LEAN CLAY W/A LITTLE CL Weathered 11 3 SB <br /> GRAVEL. brown and light brownish gray Till <br />� mottled, firm, a few lenses of waterbearin; i <br /> 7.0 sand � <br /> SANDY LEAN CLAY W/A LITTLE CL Till 9 4 SB � <br /> " GRAVEL, brown mottled to brown and � <br /> I <br /> gray mottled, firm ! <br /> 14 5 SB ; <br /> I <br /> �� � <br /> CLAYEY SAND W/A LITTLE SC : 14 6 SB <br /> GRAVEL, gray, firm <br /> t <br />� � <br /> 10 7 SB " <br /> 16.0 <br />� End of Borin� <br />.,. I <br /> i <br /> I <br />" ! <br /> � <br /> i <br /> � <br /> � ; <br />� . � <br /> i <br />.., � <br /> i <br />:� " <br /> - WATER LEVEL MEASUREMENTS START 9-30-91 COMPLETE 9-30-91 <br /> SAMPLED CASING CAVE-IN uATER METHOD a 3:30 <br /> OATE TIME OEPTN OEPTH DEPTH BAILED OEPTHS �Ey�� 3-1/4��HSA 0'-iQ.S' <br /> 9-30 3:30 16' 14' — 12' <br /> 9-30 3:40 16' --- --- �' <br /> 9-3� 4:�0 16' ----- ----- 4' NORTH: EAST: <br />-" 10-1 9•00: 16' —__ ____ 2' CREW CHIEF G. LeATa <br /> - . twin city testing - <br /> . corporation <br />