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ENGINEERING <br /> TESTING, INC. SUBSURFACE BORING LOG <br /> JB• 95-1343 LOG OF BORING NO. 3 (p. 1 of 1) <br /> CT: WOODCREST PARK IIMPROVEMENTS: MOUNDS VIEW. MN <br /> T FIELD&LABORATORY TESTS <br /> SURFACE ELEVATION: 100.3GEOLOGY N MC SAMPLE REC. <br /> MATERIAL DESCRIPTION TYPE IN. WC DEN I LL PL %-200 <br /> Fill, mostly silty sand, a little lean clay, brown, <br /> a little black 8 M/F 111 SS 18 <br /> Fill, mostly silty sand, a little lean clay, gray <br /> Fill, mixture of peat and silty sand, black and 5 F/M SS <br /> gray <br /> FILL <br /> 12 M SS 16 <br /> Fill, mostly silty sand, a little bituminous <br /> pavement, gray, dark gray, black and brown <br /> 5 M SS 14 <br /> JAIL <br /> • <br /> JAL <br /> Nifit 3 M SS 16 380 <br /> MIA <br /> Hemic peat, black and dark brown, moist akse <br /> (PT) WIC <br /> 4 M SS 18 <br /> :"1" SWAMP <br /> 1'14 DEPOSIT <br /> Jai <br /> 344 <br /> 3 M 1 SS 18 354 <br /> adm <br /> Jaz <br /> apt€ <br /> L <br /> i <br /> Organic clay, gray, soft(OH/PT) y <br /> 3 M I SS 18 98 <br /> Fibric peat, dark brown, moist (PT) iirrat <br /> END OF BORING <br /> TH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO <br /> DATE TIME SAMPLED CASING CAVE-IN DRILLING WATER THE ATTACHED <br /> 5' 425" HSP DEPTH DEPTH DEPTH FLUID LEVEL LEVEL <br /> 3/29/95 1:10 21.0 19.5 19.4 18.4 SHEETS FOR AN <br /> 3/29/95 1:20 21.0 ( 0 8.1 NONE EXPLANATION OF <br /> E DD: 3/29/95 3/29/95 2:09 21.0 0 5.4 4.5 TERMINOLOGY ON <br /> CA: KT Rig: 24 I THIS LOG <br />