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0.5 <br />5.5 <br />11.5 <br />15.0 <br />**C.I. = 8 feet at <br />completion <br />Dark brown, silty sand (TOPSOIL: SM) <br />Medium dense to loose, moist ot wet, brown, <br />FINE TO COARSE SAND, trace gravel (SP) <br />Very loose, wet, brown and gray, FINE TO <br />COARSE SAND, trace gravel (SP) <br />Loose to medium dense, gray, SILT (ML) <br />Boring Terminated at 15 ft <br />9/7/6 (13) <br />3/2/2 (4) <br />1/0/0 (0) <br />1/0/1 (1) <br />3/3/2 (5) <br />3/5/6 (11) <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br /> Hrs. A.D.* <br />NOTES: <br />ft At Completion** <br />ft At <br />Laurel Woods Drainage <br />Lindenwood Drive West and Auten Road <br />South Bend, Indiana <br />McCormick Engineering, LLC <br />5.5 <br />6 <br />--- <br />--- <br />ft While Drilling <br />1. Weather: Partly Sunny, 55-58°F <br />2. Used automatic hammer <br />3. Backfilled with bentonite chips <br />PROJECT: <br />ft At <br />WATER LEVEL DATANE = Not Encountered <br />CLIENT: <br />234 N. Ironwood Dr. South Bend, Indiana 46615 Hrs. A.D.*** <br />9/28/2020 <br />9/28/2020 <br />K. Miller <br />M. Clark <br />Probe 6620 DT <br />Drive Casing <br />Started: <br />Completed: <br />Geologist: <br />Driller: <br />Drilling Equip.: <br />Drilling Method: <br />= No Recovery = Split-Spoon Sample <br />= Geoprobe = Vane Shear Test <br />= Grab Sample = Shelby Tube <br />LEGEND <br />= Auger <br />= Core SampleLOI (%)Elevations (ft)RecoveryNumberTypeMoistureContent %BORING AND <br />SAMPLING NOTES <br />Strata Depth (ft)SymbolStandardPenetrationTest-Blows/6"(#)= "N" Value <br />Qp (tsf)SOIL DESCRIPTION, CLASSIFICATION <br />and USCS or AASHTO GROUP SYMBOL <br />Depth (ft)DATUM: SURFACE ELEVATION (ft) +/-: <br />File No.: 4974-352-19-00 <br />Weaver Consultants Group <br />Sheet 1 of 1 <br />5 <br />10 <br />15 <br />20 <br />25 <br />LOG OF SOIL BORING NO.: B-1 <br />7121 Grape Road, Granger, IN 46530 <br />574-271-3447(Phone)/574-271-3343(Fax) <br />Location: See Boring Location Plan <br />WEAVER BLOCK LOG 4974-352-19-00_LAUREL WOODS DRAINAGE.GPJ 9/30/20