Laserfiche WebLink
AMERICAN <br /> AENGINEERING SUBSURFACE BORING LOG <br /> TESTING, INC. <br /> AET JOB NO: 94-1805 LOG OF BORING NO. 1 (p. 1 of 3) <br /> PROJECT: PROPOSED HOUSE, 1006 WILDHURST TRAIL; ORONO, MN <br /> FIELD&LABORATORY TESTS <br /> DEPTH SURFACE ELEVATION: 97 4 GEOLOGY N MC SAMPLE REC. <br /> FEET MATERIAL DESCRIPTION TYPE IN. WC DEN LL PL %-200 <br /> Fill, mostly lean clay, dark grayish brown <br /> 4 M 1 SS 20 <br /> I <br /> 2 - Fill, mostly sandy lean clay with a little gravel, FILL <br /> brown, gray and black <br /> 7 M I SS 12 <br /> 3 <br /> Hemic peat, dark brown and black, moist _m <br /> 4 - (PT) <br /> 5 - <br /> 2 M ' SS 16 <br /> 6 - Organic clay, dark brown to black, very soft, _ <br /> a few laminations of waterbearing sand <br /> 7 - below about 7' (OH/PT) SWAMP <br /> DEPOSIT WISS 4 <br /> 8 s - <br /> 9 - 7 <br /> 10 - AllrBoglime with shells, light gray, very soft(OL) 2 W I SS 18 <br /> 11 — <br /> 12 .. <br /> 2 W SS <br /> 13 - Organic clay with shells, brownish gray, very 3,24 <br /> soft (OH) <br /> 14 - <br /> 15 - 5 M SS 18 <br /> 16 - <br /> 17 - Sandy lean clay with a little gravel, gray to TILL <br /> brownish gray to gray, medium to hard (CL) 10 M ' SS 18 <br /> 18 - <br /> 19 - <br /> 20 - <br /> 21 - / <br /> DEPTH: DRILLING METHOD WATER LEVEL MEASUREMENTS <br /> NOTE: REFER TO <br /> DATE TIME SAMPLEDDEPTHCASING CAVE-IN DEPTH DEPTH FLUID LEVEL LEVEL RILLING WATER THE ATTACHED <br /> 0-14.5' 2.25" <br /> HSA <br /> 14.5- Rotary 9/2/94 12:15 11.0 9.5 9.5 7.2 SHEETS FOR AN <br /> 9/2/94 12:25 16.0 14.5 14.5 I 12.1 EXPLANATION OF <br /> BORING TERMINOLOGY ON <br /> COMPLETED: 9/2/94 _ <br /> CC: SG CA: DN Rig: 3 THIS LOG <br /> 4/90 <br />