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LOG OF TEST BORING <br />JOB NO. _ I In-1 <br />PROJECT <br />n6R9 <br />PROPOSED ELDERLY HOUSING - <br />VERTICAL 1 ► = 5 t <br />ROSEVILLE SCALE <br />BORING No. 2-83 Cont. <br />DEPTH <br />IN <br />DESCRIPTION OF MATERIAL <br />MINNESOTA <br />FEET <br />GEOLOGIC <br />ORIGIN <br />SAMPLE LABORATORY TESTS <br />40 SILTY <br />SAND (Continued) (SM) <br />N <br />WL <br />NO. TYPE W D U �u <br />PL <br />COARSE 20 <br />14 SB <br />ALLUVIUM <br />43 (CONT.) <br />SANDY CLAY, a trace of gravel, brown MIXED <br />45 and brownish gray (See#2)(CH) ALLUVIUM <br />FAT CLAY, gray, stiff (CH) 15 SB <br />FINE 20 16 SB <br />ALLUVIUM <br />48 SILTY CLAY y, <br />Bra rather stiff <br />(CL) <br />14 I I17ISB <br />54 I <br />55 CLAYEY SAND a little See#3)_(Sc)MIXED ** <br />SILTY CLAY, gray, stiff, lenses FINE 26 18 SB <br />Of waterbearing sanda few lenses ALLUVIUM 19 SB <br />58 <br />of fat clay (CL), <br />SAND, fine to medium grained, a COARSE <br />little gravel, brown, waterbearing, <br />dense to very dense ALLUVIUM <br />(SP-SM) 30 20 SB <br />69 <br />SAND, medium grained, a trace <br />Of gravel, brown, waterbearing, 24 22 SB <br />dense (SP) <br />74 <br />a e grave TILL brown, wet, very dense (SM) <br />58 23 SB <br />Continued on Next Page-T--- <br />#2 - mottled, stiff, a few lenses of **ALLUVIUM <br />silty sand (CH) <br />#3 _ gravel, brown, stiff (SC) <br />"2CROWELLAVENUE .++•�.��� x iiMt0A <br />- ST. PAUL, MN 55114 <br />