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<br /> I] AMERICAN <br /> l ENGINEERING SUBSURFACE BORING LOG I <br /> TESTING, INC. AETJOBNO: 93-1379 LOG OF BORING NO. 8 (n. 1 of l' "i <br /> PROJECT: PROPOSED STREET IMPROVEMENTS: ARDEN HILLS. MINNESOTA <br /> DEJ7H SURFACE ELEVATION: GEOLOGY N MC SAMPLE REC. FIELD&LABORATORYTESTSI <br /> FEET MATERIAL DESCRIPTION TYPE IN. WC DEN LL PL %-200 <br /> 2. Bituminous pavement - I <br /> 1 - 4. Base, mostly sand with silt and gravel, <br /> brown 12 M SS 14 <br /> 2 - FILL - <br /> Fill, mixture of sandy lean clay, clayey sand <br /> 3 - and lean clay with a little gravel, brown, gray 5 M SS 12 18 <br /> and a little black <br /> 4 - I <br /> -tlrganic clay, black (OL) '" TOPSOIL. . <br /> 5 ;;;: FINE IIUM 6 W SS 12 <br /> Silty clay, brownish gray, soft (CL-ML) ALLUV I <br /> 6 '/ <br /> END OF BORING <br /> .OR SWAMP DEPOSIT I <br /> I <br /> Location: Bussard Court, 10'S and 30'E of <br /> center of cul-de-sac <br /> I <br /> I <br /> I <br /> I I I <br /> " I <br /> i <br /> I , <br /> , <br /> , <br /> DEITH: DRll.LING METHOD WATER LEVEL MEASUREMENTS NOTE: REFER TO <br /> DATE TIME SAMPLED CASING CAVE-IN DRlI;t~~, WATER THEATIAC~ <br /> 0-4.5' 2.25" HSA DEPTH DEITH DEITH FLUID ~" LEVEL <br /> 8/9/93 12:40 6.0 4.5 4.9 NONE SHEETS FOR. <br /> 8/9/93 12:46 6.0 0 4.0 NONE EXPLANATIO <br /> BORING 8/10/93 TERMINOLOGY ON I <br /> COMPLETED: <br /> CC: JF CA: EG Ri.: 7 THIS LOG <br /> 4/90 I <br />