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LOG OF TEST BORING <br />III = 41 6 <br />2� VERTICAL SCALE BORING NO <br />JOB NO 1 - <br />PROJECT PROPO"'D TRITOR SHOPPING CENTER ROSEUL_LF <br />DEPTH -� DESGIIPTION OF MATERIAL GEOLOGIC <br />IN I ORIGIN <br />FEET i"—SURFACE ELEVATION <br />r1SILTY CLAY, dark brown, soft (CL) FINE <br />1 <br />SANDY CLAY, a little gravel, brown, TILL <br />Inedium. to stiff, some lenses <br />of silty clay and silty sand above <br />about 2' (CL) <br />6 FSIIQYCLAY, a littlegravel browniff (CL) <br />11 <br />1115 SAPID, mediun grained, a little COARSE <br />gravel, light brown, moist, dense ALLUY I t)ti <br />( n -SW <br />141 SAPID, fine grained, 1 i7ht brown, <br />moist, dense (Sp-S"i <br />11 <br />SILTY SAND, fine to medium grained, <br />a trace of gravel, brown, moist, <br />dense, lenses of sand (S'i) <br />20 TSSILTY CLAY, brown, stiff (Cf.) 1 FINE <br />ALLUUM <br />SAMPLE LABORATORY TESTS <br />L L Ou <br />N WL NO TYPE W D P L. <br />5 2 SB <br />11 <br />3 <br />SB <br />17 <br />4 <br />SB <br />17 <br />5 <br />Sii <br />1 <br />7 <br />SIB <br />a <br />SB <br />21 <br />20 <br />SAND, fine to medium grained, a COARSE <br />trace of gravel, brown, moist to ALLUVIUM <br />24' then waterbearing, dense <br />(SP-Sti) 22 <br />26 <br />End of Boring <br />1 - gravel, brown, hoist, OR TOPSOIL- <br />-1 <br />dense (;P-Sti) 011 <br />iq SB <br />111 SB <br />III S9 <br />5`17-94 5`17-84 <br />WATERLIMMEASVRFMENTS �yIAnl r+t(T! <br />5A4IPt((I CASIXG C.AYL=IN tlAlt(0D1Plp1!S LEY(% MrI"all <br />FISA Q - 2�i°a' �_ 1 <br />DAT( 1141E DEPIN oEPr)1 ntr�li� tFYLI <br />SL 1 (77.8). <br />5 24W 26' IQ ,4 -- . <br />1 I 0 White <br />cfaEw f �,tcl <br />-� -- 68JC ttI �Nwt SOIL expLoRation S1 PAUL. MN W" ---- <br />cof "MW <br />