Laserfiche WebLink
� � Crl Z ' �� <br /> — <br /> i Z � m j --� - <br /> , — <br /> „a�.. ..:c._. , ..� - � - , _ _ ______-- — ___ _ _. _ <br /> i <br /> 333 East Main Street <br /> (� P.O.Box 388 <br /> � Elk River, MN 55330 <br /> �,,-� .�., (763)441-7509 <br /> ,i� SlYtS1TLEMS (800)554-7509 <br /> �,, Fax:(763)441-9176 <br /> Eco svsr=:ti�s Erv��rvE�awG.iNc. e-mail:h2olab�ikdllink.net <br /> LOG OF SOIL BORINGS <br /> Last name: BASTIAENS <br /> File number: S02A002 <br /> First name: GUILLAUME <br /> Address: 625 N FERNDALE RD <br /> City: WAYZATA, MN Zipcode: 55391 <br /> County: HENNEPIN <br /> Legal: A PARCEL LOCATED IN THE SW 1/4, OF THE NE 1/4, OF THE NE 1/4, <br /> SECTION 36, T118, R23, CITY OF ORONO, HENNEPIN COUNTY, MINNESOTA <br /> Auger type: 3" OPEN BUCKET BORING#4 <br /> Seasonal water table: 22" <br /> Water table: NOT OBSERVED <br /> 00-02"-VERY DARK BROWN(10YR 2/Z)LOAM;WEAK,FINE SUBANGULAR BLOCKY STRUCTURE <br /> FRIABLE CONSISTENCE <br /> 02-11"-VERY DARK GRAYISH BROWN(10YR 32)FINE SANDY LOAM; WEAK,FINE SUBANGULAR BLOCKY STRUCTURE <br /> FRIABLE CONSISTENCE <br /> 11-22"-DARK GRAYISH BROWN(10YR 4/2)LOAMY FINE SAND;WEAK,FINE SUBANGULAR BLOCKY STRUCTURE <br /> FRIABLE CONSISTENCE <br /> 22�40"-DARK YELLOWISH BROWN(10YR 4/4)SANDY CLAY LOAM;MODERATE,FINE SUBANGULAR BLOCKY S7'RUCTURE <br /> FIRM CONSISTENCE;SHALE FRAGMENTS;FEW 2.SYR 3/6 Fe CONCRETIONS;MANY,FINE,DISTINCT LIGHT BROWNISH GRAY <br /> (10YR 612)Fe REDUCTIONS <br /> 40-60"-YELLOWISH BROWN(10YR 5/4)LOAM;WEAK,FINE SUBANGULAR BLOCKY STRUCTURE <br /> FRIABLE CONSISTENCE;SHALE FRAGMENTS;MANY,MEDIUM-COARSE,DISTINCT LIGHT BROWNISH GRAY(tOYR 6/2) <br /> Fe REDUCTIONS;MANY,MEDIUM-COARSE,DISTINCT STRONG BROWN(7.5YR 5/8)Fe CONCENTRATIONS;SOIL BECOMING <br /> MOIST AT 44" <br /> THE TERMS REDUCTIONS AND CONCENTRATiONS REFLECT CHANGES IN SOIL TAXONOMY. THE PREVIOUS TERM USED <br /> WAS TTLING. REDUCTiO E GRAY COLORS;CONCENTRATIONS ARE RED,BROWN,OR YELLOW COLORS. <br /> Company License#208 <br /> Date completed: 1/3/2003 <br /> Soil borings performed by: PETER MILLER <br />