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LOG OF TEST BORING <br />34 it I <br />1 = 3 1 <br />ICU-7 0 <br />JOB NO VERTICAL SCALE EidRIN(i NO <br />PROJECT PROPOSED RESIDENTIAL DEVELOPMENT-ROSEVILLE, MINNESOTA <br />DEPTH <br />DESCRIPTION OF MATERIAL GEOLOGIC SAMPLE LABORATORY TESTS_ <br />IN �SURFAGE ELEVATION 924 • 01 ORIGIN N WL NO. TYPE W D L L. Ou <br />FEET <br />FILL, mixture of SANDY CLAY, FILL 9 1 SB <br />SILTY SAND and SILTY CLAY, a <br />little peat, gravel, concrete <br />and blacktop, brown and black 18 2 SB <br />i <br />7 3 SB <br />16 <br />CLAYEY SILT, brown and light FINE <br />Igray mottled, soft (ML-CL) ALLUVIUM <br />11 4 SB <br />5 3T* <br />I <br />6 SB <br />10 <br />SANDY CLAY, a little gravel, 12 7 SB <br />i brown, rather stiff, a few <br />lenses of waterbearing sand (CL) TILL <br />• 8 SB <br />13 <br />SANDY CLAY, a little gravel, 13 <br />gray, rather stiff (CL) <br />I 1 9 1 19 ISB <br />117 <br />End of Boring <br />I *Thin walled tube sample obtained <br />from adjacent secondary boring. <br />WATER LEVEL MEASUREMENTS <br />START 4-14-81 COMPLETE 4-14-81 <br />��LTHOD HSA 0-14%' @ 11 :20 <br />I DATE <br />TIME <br />SAMPLED <br />DEPTH <br />CASING <br />DEPTH <br />CAVE-IN <br />DEPTH <br />BAILED DEPTHS <br />WATER <br />LEVEL <br />to <br />4- 4 <br />1:20 <br />17' <br />14'-' <br />16W <br />10 <br />None <br />I _ <br />I <br />14 <br />10 <br />13W <br />CREV, rHIEO Brabender <br />4-15 <br />9.00 <br />17' <br />None <br />10 <br />5' <br />WCPWWrtt A,4•+'Jf sou exrxoRat{on ST PAUL WN 55114. <br />SE-1. (77•B).3 corrv-0w <br />