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PROJECT NO. S9800-01-04 SR 26 @ N.Market Street <br /> a w BORING NO. B1 <br /> SOIL <br /> w w O z O DATE DRILLED 11/18/2013 WATER LEVEL(ATD) I IEADSPACE <br /> A y W F (USCS) (PPM) <br /> GG EQUIPMENT Geoprobe 5410 direct-push DRILLER Geocon <br /> SOIL DESCRIPTION <br /> 2 INCHES ASPHALT CONCRETE <br /> 1 6 INCHES AGGREGATE BASE <br /> ALLUVIUM ML 0 <br /> 2 Soft to firm,moist,brown,Clayey SILT <br /> 3 7 <br /> 4 <br /> B1-5.0 Firm to medium stiff,slightly moist,brown,Silty CLAY CL 0 <br /> 6 0905 <br /> 7 <br /> 8 <br /> 9 <br /> 10 B1-10.0 p <br /> 11 0915 <br /> 12 <br /> 13 <br /> —r ---------------------------------- <br /> 4" <br /> 14 �- - Medium dense,moist,brown,Silty fine SAND SM <br /> 15 B1-15 i J.�- 0 <br /> 16 0925 <br /> BORING TERMINATED AT 16 FEET <br /> Boring B 1,page 1 of 1 ENV_NO_WELL SR 26 @MARKET BORING LOGS.GPJ 1125/13 <br /> BORING ELEVATION: ENGINEER/GEOLOGIST: John Juhrend <br /> NOTE:THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED.IT IS NOT WARRANTED TO BE REPRESENTATIVE <br /> OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. <br />