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<br />n AMERICAN <br /> <br />I riJ ~~~ SUBSURFACE BORING LOG <br /> <br /> <br />AET JOB NO: 93-1379 LOG OF BORING NO. 5 (D, 10fn <br /> <br />PROIEC!': PROPOSED STREET IMPROVEMENTS; ARDEN JJTT.T ,C;;, MINNESOTA <br /> <br />I DEPTH FJELD & LABORATORY TEST' <br />IN SURFACE ELEVATION: GEOLOGY N MC SAMPLE REC. , <br />FEET MATERIAL DESCRII'I'ION TYPE IN. WC DEN LL PL ~-200 <br />I 2.25" Bituminous pavement r- FILL <br />1 _ \4.5" Base, mostly oiled sand, black I ')';~.. <br />'. 5 M 55 18 <br />V;; <br />I 2 - Clayey sand with a little gravel, grayish r/~. WEATHE D <br />brown and brown mottled, soft (5C) (may be '.' : TILL OR 6 M 55 14 <br />3 - fill) ~: FILL <br /> <br />140 <br />5 - S"andy lean clay with a little gravel, brown - <br />I mottled, firm (CL) TILL 10 M 55 10 <br />6 END OF BORING <br /> <br />I <br />I <br /> <br /> <br />Location: Amble Drive, II'E (NE) of <br />centerline, 251'NW of Pleasant <br />I Drive centerline <br /> <br /> <br /> <br />I <br />I <br />I <br />I I <br />I <br />I I i <br /> <br />DEPTH: DRJLLING METHOD WATER. LEVEL MEASUREMENTS NOTE: REFER TO i <br />I SAMPLED CASING CAVE-IN DRILLING WATER ' <br />0-4.5' 3.25" HSA DATE TIME DEPTH DEPTH DEPTH FLUID -;-.,;;;.,. LEVEL THE An ACHED <br />8/10/93 2:35 6.0 4.5 6.0 NONE SHEETS FOR AN <br />8/10/93 2:40 6.0 0 4.0 NONE EXPLANATION OF <br />BORING 8/10/93 TERMINOLOGY ON <br />COMPLETED: <br />cc: CB CA: 55 Rio: 33 THIS LOG <br />I 4/90 <br />