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RECEIVED <br /> JAN 0 2 2014 <br /> PROJECT NO. S9800-01-04 SR 26 @ N.Market Street NVIRONMENTAL <br /> x F o BORING NO. B1 <br /> i Z DJ ] a O ,� SOIL <br /> In"4 � O° Z O DATE DRILLED 11/18/2013 WATER LEVEL(ATD) HEADSPACE <br /> E- (LSCS) (PPM) <br /> .� EQUIPMENT Geoorobe 5410 direct-push DRILLER Geocon <br /> SOIL DESCRIPTION <br /> 2 INCHES ASPHALT CONCRETE <br /> 6 INCHES AGGREGATE BASE <br /> ALLUVIUM ML 0 <br /> 2 Soft to firm,moist,brown,Clayey SILT <br /> 3 <br /> 4 <br /> 5 -- --------------------- <br /> 51-5,0 Firm to medium stiff,slightly moist,brown,Silty CLAY CL 0 <br /> 6 0905 <br /> 7 <br /> 8 <br /> 9 <br /> 10 BI-10.0 0 <br /> 11 0915 <br /> 12 <br /> 13 _ <br /> 14 I. I' Medium dense,moist,brown,Silty fine SAND SM <br /> 15 I � 1 <br /> 51-1s .I 0 <br /> 16 0925 <br /> BORING TERMINATED AT 16 FEET <br /> Boring Bl,page I of 1 ENV NO_WELL SR269MARKETWRING LOGS.GPJ 112913 <br /> BORING ELEVATION: ENGINEER/GEOLOGIST: John Juhrend <br /> NOTE: THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT ME SPECIFK BORING OR TRENCH LOCATION AND AT TILE DATE INDICATED. <br /> IT IS NOT WARRANTED TO BE REPRESIENTABVE <br /> OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. <br />