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LOG OF TEST BORING 2 <br />120-7304 VERTICAL SCALE 1" — 3 BORING NO <br />JOIN° POSED RESIDENTIAL DEVELOPMENT-ROSE,VILLE, <br />M <br />?ROJECT PRO <br />DESCRIPTION OF MATERIAL SAMPLE LABORATORY TESTS <br />AEI GEOLOGIC L Ou <br />I• 921 .5' ORIGIN N WL NO TYPE W D P.L <br />F� . r FSURFACE ELEVATION <br />FILL, mixture of SILTY CLAY, SILTY FILL 4 1 SB <br />SAND and SANDY CLAY, a little gravel <br />black and brown <br />? LEAN CLAY, black, medium (CL) TOPSOIL 7 2 SB <br />SAND, fine to medium grained, brown- <br />(See#,1)(SP-S <br />COARSE <br />)ALLUVIUM <br />3 <br />SB <br />ish gray, waterbearing, <br />5 <br />4 <br />SR <br />r'z <br />SILTY CLAY, gray, soft (CL) <br />FINE <br />ALLUVIUM <br />5 <br />3T <br />ORGANIC SILTY CLAY, some wood, dark <br />(OL) <br />INE <br />ALLUVIUM 2 <br />6 <br />SB <br />gray to brownish gray, soft <br />_AL ** <br />8� CLAYEY SILT, gray, medium (ML-CL) <br />FINE <br />7 <br />$ <br />SB 2$ <br />3T* 25 100 25 1300 <br />ALLUVIUM <br />5 <br />9 <br />SB <br />12 31 <br />SANDY CLAY, a little gravel, TILL 2 10 20 110 19 800 <br />SB <br />gray, soft to rather stiff, 11 SB <br />a few lenses of clayey sand (CL) <br />6 12 SB <br />I <br />I <br />10 13 SB <br />21 <br />I End of Boring **SWAMP <br />loose, lenses of silty sand DEPOSIT <br />and silty clay (SP-SM) <br />*Thin wall tube samples obtained <br />1 from adjacent secondary boring. - <br />WATER LEVEL MEASURZMENTS START <br />ILE , <br />QPP'I <br />CASING CAVE-IN 9AIlED DEPTHS WATER ME'H'JD HSA 0-19�' @DATE TIMEDEPTH DEPTHIo <br />277Ti 19z'10 <br />4-14 12:55None 19' IO 14'-2'„ 2 C�+EwCHIE�Brabender <br />4-15 9:00None S1 PAUL MN SS++� <br />W C�,f 11 A,K v:-E SOIL exPLORat <br />SE : I'7•B: •3 <br />coffvmar— <br />e., <br />