Laserfiche WebLink
_. LOG OF TEST BORING <br /> �os No. 4220 91-1043 VERTICAL SCALE 1^ = 3' BORING N0. 2 � <br /> PROJECT RICKS SUPERVALUE ADD'N - NAVARRE MINNESOTA <br /> — DEPTH DESCRiPTION Of MATERIAL GEOIOGIC N SAMPLE LABORATORY TESTS <br /> fEET SURFACE ELEVATION 85.2 or p� <br /> ORIGIN CR HL N0. TYPE W D LL PL or <br />' RCD <br /> FILL, MIXTURE OF LEAN CLAY AND Fill 1 HS <br />` SANDY LEAN CLAY W/A LITTLE <br /> GRAVEL, black and brown <br /> 2.0 <br />; LEAN CLAY, a trace of wood, black, Topsoil or � <br /> soft (CL) (may be fiil) Fill 5 2 SB <br /> 4A � <br />^ LEAN CLAY, dark grayish brown, very Fine <br /> soft (CL) (may be fill) Alluvium <br /> or Fill 3 3 SB <br /> 7.0 <br />._ LEAN CLAY, brown to light gray Fine <br /> mottled, very soft to soft (CL) Alluvium 3 4 SB <br />, 7 5 SB <br /> 7 1 6 SB <br /> 14.0 <br />" SANDY LEAN CLAY W/A LITTLE Weathered <br /> GRAVEL, brown mottled, rather stiff, a Till <br /> few lenses of waterbearing sand (CL) 12 7 SB <br />=- 16.0 <br /> End of Boring <br />: Note: Water level may rise to about ?' <br />`- depth <br /> WATER LEVEL MEASUREMENTS START 5-2-9I COMPLETE S-2-I1 <br /> DATE TIME SAMPLED CASING CAVE-IN gAILEO DEPTHS WATER METHOD a 11:IS <br /> DEPTH DEPTH DEPTH LEVEL 3-j 4" HSA 0'-14.5° <br />�- 5-2 11:15 16' 14.5' 16' None <br /> 5-2 11:25 16' ---- 3.5' 13' <br /> EAST: NORTH: <br />.�. CREY CHIEF J. Kuihanek <br /> twin city testing <br /> corporation . <br />