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AMERICAN <br /> � ENGINEERING SUBSURFACE BORING LOG <br /> �� TESTING, INC. <br /> �T�oB rro: 22-00173 LOG OF BORING NO 2 (p. 1 of 1) <br /> puo�ECT: Proposed Residential Redevelopment; Orono, MN <br /> DEPTH SURFACE ELEVATION: 933A FIELD&LABORATORI TESTS <br /> IN GEOLOGY N MC SAMPLE REC <br /> FEET MATERIAL DESCRIPTION TYPE IN. �1C DEN LL PL �0-#20 <br /> FILL.mostly sand�� silt.trace roots_black. FIl.1. F 5? <br /> 1 frozen <br /> 2 FILL,misiure of siln�s�u►d. clave� s�nd and ' FM1 SS 4 ?2 <br /> sand.a little gra��el.trace roots.dark bro�vn. <br /> ; bro��n and black_frozen to 16" �� N1 SS 6 <br /> a � <br /> 5 — <br /> 6 <br /> 7 W SS 6 <br /> � FILL,mosd}�sand,a little gra��el.gra� <br /> 8 � W SS 4 <br /> 9 <br /> �� ORGATIIC CLAY WITH SAND. tr�ce roots. SWAMP wl-I W SS 2�I 25 <br /> i 1 black,a little gray,verv sofi to soft.laminations DEPOSIT <br /> �2 of lean clay(OLJOH) <br /> � <br /> �3 LEAN CLAY WITH SAND.grn.soft_ lense of TILL a w SS 12 �3 <br /> clayey s�-u►d(CL) <br /> ]� <br /> SANDY LEAN CLAY.a little gra��el_grn•_soft <br /> �5 to finn(CL) <br /> 4 w SS 2� 24 <br /> 16 <br /> 17 <br /> 18 � W SS ZO 22 <br /> 19 <br /> 20 <br /> 21 <br /> � W SS 2U 23 <br /> 22 <br /> 23 <br /> SANDY LEAN CLAY.a little gra�el.gra��ish <br /> 2=� bro��r►.stiff(CL) <br /> z5 <br /> 26 <br /> 1O W SS ]8 21 <br /> 27 <br /> 28 <br /> 29 CLAYEY SAND,a little gravel. gr��.finn(SC) <br /> 30 <br /> �1 R W SS 20 17 <br /> END OF BORING <br /> DEPTH: DRILLING METHOD WATER LEVEL MEASUREIvIENTS <br /> NOTE: REFER TO <br /> 0-9'/z' 3.25"HSA DATE TIME S DEPTLHD DEP"�I'H DE�P'TH FLUI�D LEnVEL LEAV�E L <br /> THE ATTACHED <br /> 9'/z'-29'/z' RD w/D1VI 2/1/08 12:10 6.0 4.5 5.1 q,q SHEETS FOR AN <br /> 2/1/08 12:18 0.0 0.0 5.] q.q EXPLqNAT[ON OF <br /> COMPLETED: 2/l/08 TERMINOLOGY ON <br /> DR: BR LG: TK Rig: 1C THIS LOG <br /> (X,104 <br />