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rilENGINEERING SUBSURFACE BORING LOG <br /> TESTING, INC. <br /> • AET JOB NO: 954343 LOG OF BORING NO. 5 (p. 1 of 1) <br /> PROJECT: WOODCREST PARK IMPROVEMENTS; MOUNDS VIEW, MN <br /> DEPINIH SURFACE ELEVATION: 100.2 GEOLOGY N MC SAMPLE REC. FIELD&LABORATORY TESTS <br /> FEET MATERIAL DESCRIPTION TYPE IN' WC DEN LL I PL 190-200 <br /> -\3" Gravel base, brown r= <br /> I _Fill, mostly sand with silt and gravel, brown 8 M/F SS 18 <br /> 2 — Fill, mixture of silty sand and organic clay, FILL <br /> gray and brown 9 F/M SS" 16 70 <br /> 3 — <br /> 4 —� <br /> I �` <br /> SWAMP <br /> 5 — Organic clay, gray, very soft(OH/PT) DEPOSIT 2 M SS 12 <br /> 6 END OF BORING <br /> • <br /> DEPTH: DRILLING METHOD I WATER LEVEL MEASUREMENTS <br /> NOTE: REFER TO <br /> DATE E SAMPLED CASING CAVE-IN DRILLING WATER THE ATTACHED <br /> 0-4.5' 3.25" HSA DEPTH DEPTH DEPTH FLUID LEVEL LEVEL <br /> • 3/29/95 9:22 6.0 4.5 4.8 NONE SHEETS FOR AN <br /> 3/29/95 9:25 6.0 0 3.4 I NONE EXPLANATION OF <br /> BORING I TERMINOLOGY ON <br /> COMPLETED: 3/29/95 1 <br /> CC: DB CA: KT Rig: 24 I 1 I <br /> THIS LOG <br /> 4/90 <br />