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ENGINEERING <br /> TESTING, INC. SUBSURFACE BORING LOG <br /> OB• 95-1343 LOG OF BORING NO. 2 (p. 1 of 1) <br /> ?CT: WOODCREST PARK IMPROVEMENTS; MOUNDS VIEW, MN <br /> SURFACE FI FVATION: 100.7 GEOLOGY N MC SAMPLE REC.I FIELD&LABORATORY TESTS <br /> MATERIAL DESCRIPTION TYPE IN. 1 WC DEN LL 1 PL I%-200 <br /> - <br /> Fill, mostly silty sand, brown to gray 8 M ' SS 16, <br /> FILL <br /> -1 Fill, mostly silty sand, black <br /> 4 M ' SS 1 00 •• <br /> ilL <br /> - Hemic peat, black, moist (PT) SWAMP <br /> DEPOSIT <br /> 3km. 2 M ' SS 16 213 <br /> Aii <br /> mit <br /> 6 W SS 15 <br /> Silty sand, fine grained, dark brown to <br /> brown, wet, loose (SM/SP) <br /> ,_ _ COARSE 7 W ' SS 16 <br /> ALLUVIUM <br /> S with silt, fine grained, gray, <br /> waterbearing, loose (SP-SM) <br /> 2 W SS 10 <br /> Sand with silt, fine grained, brown, <br /> waterbearing, very loose to loose (SP-SM) <br /> 9 W , SS 10 <br /> END OF BORING <br /> TH: DRILLING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO <br /> SING CAVE-IN DRILLING WATER <br /> .5' 3.25" HSA DATE I TIME I SAMPLEDDEPDEPTH DEPTH FLUID LEVEL LEVEL THE ATTACHED <br /> 3/29/95 12:00 } 16.0 14.5 11.7 9.7 SHEETS FOR AN <br /> 3/29/95 12:05 16.0 0 7.2 NONE EXPLANATION OF <br /> ETED: 3/29/95 3/29/95 2:10 16.0 0 7.1 3.7 TERMINOLOGY ON <br /> 3 CA: KT Rig: 24 1 1 I THIS LOG <br />