Laserfiche WebLink
j ENGINEERING SUBSURFACE BORING LOG <br /> TESTING, INC. <br /> 4 AET JOB NO: 95-1343 LOG OF BORING NO. 1 (p. 1 of 1) <br /> PROJECT: WOODCREST PARK IMPROVEMENTS: MOUNDS V1F'W, MN <br /> DEPTH SURFACE ELEVATION: 100.1 GEOLOGY N MCI SAMPLE REC. FIELD&LABORATORY TESTS <br /> IN FEET MATERIAL DESCRIPTION I TYPE IN' WC DEN LL I PL I -200 <br /> Fill, mostly silty sand, black <br /> 1 _^Fill, mostly sandy lean clay with a little gravel, 6 M i SS 16 <br /> brown <br /> 2 — <br /> FILL <br /> Fill, mostly silty sand with peat, brownish 7 M SS. 14 <br /> 3 1 gray, black and brown <br /> a ] <br /> 4 M I SS 15 <br /> 6 — <br /> 7 — RIM <br /> 8 — PM 2 M SS 13 524 <br /> 9 -, <br /> KM <br /> 10 — Hemic peat, black, moist (PT) 2 M ' SS 15 <br /> mg <br /> ill i1 — NM <br /> PM <br /> 12 PM <br /> — <br /> RA SWAMP <br /> 13 — pm DEPOSIT 2 M ' SS 14 <br /> 14 — PIM <br /> 15 — MR <br /> 1 MISS 12 242 <br /> 16 MI <br /> PM <br /> 17 — PM <br /> PPR <br /> 18 — PM <br /> FM <br /> 19 — PM <br /> 20 — Sand with silt, fine grained, gray, COARSE <br /> waterbearing, medium dense(SP-SM) ALLUVIUM 15 W ' SS 18 <br /> 21 END OF BORING <br /> DEPTH: DRILLING METHOD 1 WATER LEVEL MEASUREMENTS <br /> _ NOTE: REFER TO <br /> DATE TIME SAMPLED CASING CAVE-IN DRILLING WATER THE ATTACHED <br /> 0-19.5' 3.25" HSA DEPTH DEPTH DEPTH FLUID LEVEL LEVEL <br /> 3/29/95 I 11:08 I 21.0 19.5 17.4 10.3 SHEETS FOR AN <br /> 3/29/95 11:15 21.0 0 1 8.1 1 7.0 EXPLANATION OF <br /> BORINGTERMINOLOGY ON <br /> COMPLETED: 3/29/95 13/29/95 2:07 21.0 0 6.3 j 1.5 <br /> CC: DB CA: KT Rig: 24 1 I THIS LOG <br /> 4/90 <br />