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LOG OF BORING NO, ��� <br />Project No. 3110099 <br />- <br />Sheet 1 of I <br />CLIENT ARCHITECTIENGINEER <br />City of Arden Hills <br />C <br />SITE PROJECT <br />Arden Hills, Minnesota Proposed 2010 PMP, CP Rail Bridge & Indian Oaks Pon <br />Valentine Crest Road <br />V"^ <br />SAMPLES TESTS <br />P R U I N A RY m1j"' R A F 0 <br />CD ,,� <br />0 <br />-j <br />� W W <br />W <br />NW > z U! HADDITIONAL <br />11"ho Im <br />bubJect To 118V131on <br />11- <br />U-- <br />EL <br />< EL <br />0 W W- Z W DATAI <br />()> o <br />(1) -1 UjREMARKS <br />3: W U3 <br />>-U- <br />0 CL <br />>- 0 0 < <br />Surface Elev.: <br />0 <br />mza� z J�- -2 o d- 01L <br />FILL, 4" of bituminous at the surface <br />6 <br />1 SS <br />24 <br />underlain by 5" of sand & gravel aggregate <br />base, then clayey sand with a little gravel, <br />brown, moist <br />2.0 <br />Fill <br />7 <br />2 SS <br />24 <br />SANDY LEAN CLAY witha little gravel, <br />brown and gray mottled with iron oxide <br />staining, moist, soft (CL) <br />(Glacial Till) (May be Fill) <br />6 <br />3 SS <br />24 <br />5- <br />6.0 — — — — — <br />— — — — — — — — — — — — — — — — — — — — — <br />SANDY LEAN CLAY with a little gravel, gray, <br />13 <br />4 SS <br />24 <br />moist, firm (CL) <br />(Glacial Till) <br />8.0 <br />End of Boring <br />Cd <br />z <br />z <br />0 <br />0; <br />g WATER LEVEL OBSERVATIONS <br />Stork Twin City Testing Corp. <br />STARTED 11/11/09 <br />FINISHED 11111/09 <br />00 None <br />662 Cromwell Ave. <br />DRILL CO. StorkTCT <br />DRILL RIG 367 <br />C) <br />St. Paul, MN 55114 <br />2: <br />z <br />Telephone: 651-645-3601 <br />DRILLER T.Aldrich <br />ASS'TDRILLER JR <br />0 <br />Fax: 651-659-7348 <br />LOGGED BY KSZ <br />APPROVED <br />-JL <br />