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0.5 <br />3.0 <br />5.5 <br />7.0 <br />17.0 <br />20.0 <br />**C.I. = 4 ft at completion <br />Dark brown, silty sand (TOPSOIL: SM) <br />Medium dense to loose, FINE TO COARSE <br />SAND, little gravel (SP) <br />Medium dense, wet, brown and gray, FINE TO <br />COARSE SAND, little gravel, with cobbles (SP) <br />Medium dense, wet, brown, FINE TO COARSE <br />SAND, little gravel (SP) <br />Stiff, gray, layered brown SAND with Gravel, <br />and gray SILT with Gravel (SP-SM/ML) <br />Very stiff, gray, SANDY LEAN CLAY, trace <br />gravel and cobbles (CL) <br />Boring Terminated at 20 ft <br />5/4/2 (6) <br />2/1/1 (2) <br />6/7/6 (13) <br />4/4/7 (11) <br />2/3/5 (8) <br />5/3/3 (6) <br />5/5/6 (11)10.4 <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 1.4 <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 />D <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-4 <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