Laserfiche WebLink
LOG OF BORING NO, <br />A-� <br />Project No. 3110099 <br />Sheet 1 of 1 <br />CLIENT ARCH ITECT/ENGI NEER <br />City of Arden Hills <br />SITE PROJECT <br />Arden Hills, Minnesota Proposed 2010 PMP, CP Rail Bridge & Indian Oaks Pon <br />Valentine Court <br />SAMPLES <br />TESTS <br />MANI%, o NW <br />PREU4*WM U- <br />>Z <br />©�'DATA/ <br />C/5 <br />>- ADDITIONAL <br />3:*C) <br />Sublect To < Cl- 010 <br />Im <br />13; <br />15? <br />W ILWD <br />IL W in <br />0 %&-WREMARKS <br />VJ >-U- CL-5 <br />uj -J <br />Surface Elev.: 0 rn 7, w <br />D <br />z <br />2�2� <br />0 WC) :3-< <br />n IOU. a UZ <br />FILL, 5" of bituminous at the surface 22 <br />1 <br />SS 24 <br />underlain by 6 to of crushed limestone <br />aggregate base,, then sandy lean clay with a <br />little gravel, brown, moist <br />(Fill) 17 <br />2 <br />SS 24 <br />4.39 <br />'5 <br />3 <br />SS 24 <br />CLAYEY SAND with a little gravel, fine to <br />medium grained, brown, moist, dense (SC) b. 5— <br />(Glacial Till) 10 <br />4 <br />SS 24 <br />6.5 <br />SAND with SILT, fine grained, greenish gray, <br />moist, loose (SP-SM) <br />0 Coarse Alluvium) <br />End of Boring <br />Lo <br />T <br />co <br />0 <br />z <br />z <br />z <br />0 <br />0 <br />-J <br />PL <br />0 <br />6 <br />o WATER LEVEL OBSERVATIONS <br />Stork Twin City Testing Corp. <br />662 Cromwell Ave. <br />St. Paul, MN 55114 <br />STARTED 11/11/09 <br />FINISHED 11/11/09 <br />00 <br />None <br />DRILL CO. Stork TCT <br />DRILL RIG 367 <br />z <br />Z� I <br />Z' <br />Telephone: 651-645-3601 <br />Fax: 651-659-7348 <br />- <br />DRILLER <br />T. Aldrich <br />ASS'T DRILLER JR <br />OL <br />LOGGED BY KSZ <br />APPROVED wl� <br />