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LiENGINEERING <br /> TESTING, INC. SUBSURFACE BORING LOG <br /> aAET JOB NO: 95-1343 LOG OF BORING NO. 5 (p. 1 of 1) <br /> PROJECT: WOODCREST PARK IMPROVEMENTS: MOUNDS VIEW. MN <br /> DEPTH SURFACE ELEVATION: 100.2 GEOLOGY N MC SAMPLE REC. FIELD&LABORATORY TEST <br /> FEET MATERIAL DESCRIPTION TYPE IN. WC I DEN LL PL 1%-200 <br /> -\3" Gravel base, brown -- I I <br /> I l\Fill. mostly sand with silt and gravel, brown - <br /> 8 M/F . SS 18 <br /> 2 <br /> Fill, mixture of silty sand and organic clay, FILL <br /> gray and brown 9 F/M SS •• 16 70 <br /> 3 <br /> 4 — <br /> ribirrwi <br /> 5 — Organic clay, gray, very soft (OH/PT) SWAMP 2 M SS 12 <br /> DEPOSIT <br /> 6 END OF BORING <br /> 1 <br /> Ii <br /> DEPTH: DRILLING METHOD I WATER LEVEL MEASUREMENTS <br /> NOTE: REFER TO <br /> DATE TIME SADMEPTH I PLED 1 CASINGDEPTH CAVE-IN <br /> DEPTH DRFLUIDILLINLEVELIG I WATER THE ATTACHED <br /> • 0-4.5' 3.25" HSA LEVEL <br /> 13/29/95 1 9:22 1 6.0 I 4.5 4.8 1 1 NONE SHEETS FOR AN <br /> 13/29/95 1 9:25 6.0 I 0 I 3.4 I 1 NONE EXPLANATION OF <br /> BOG <br /> COMPEL z Ali: 3/29/95 I I I I I I TERMINOLOGY ON <br /> CC: DB CA: KT Rig: 24 I I 1 I I I I I THIS LOG <br /> 4/90 <br />