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RECEIVE® <br /> JAN 0 2 2014 <br /> PROJECT NO. S9800-01-04 SR 26 @ N.Market Street <br /> w pr BORING NO. B2 HEA RONMENTAL <br /> > SOIL. <br /> a <br /> oZ Z s DATE DRILLED 11/18/2013 WATER LEVEL(ATD) HEADSPACE <br /> (USES) (PPM) <br /> .� EQUIPMENT Geoprobe 5410 direct-push DRILLER Geocon <br /> SOIL DESCRIPTION <br /> 2 INCHES ASPHALT CONCRETE <br /> I 6 INCHES AGGREGATE BASE <br /> ALLUVIUM CL0 <br /> 2 Firm,moist,brown,Clayey SILT to Silty CLAY <br /> 3 <br /> 4 <br /> 5 B2-5.0 0 <br /> 6 0940 <br /> 7 <br /> 8 <br /> 9 <br /> 10 82-10 0 <br /> I 1 0950 <br /> 12 <br /> 13 <br /> 14 Medium dense,moist,brown, Silty fine SAND SM <br /> 15 B2-15 E 0 <br /> 16 1000 <br /> BORING TERMINATED AT 16 FEET <br /> Boring B2,page 1 of 1 ENV NO WELL SR 26(gMARKEr BORING LOGS.GPJ 110113 <br /> BORING ELEVATION: ENGINEER/GEOLOGIST: John Juhrend <br /> NOTE'.THE LOG FSUBIOURIA NBAT 1 LOCATIO TIMES,ONSNL.AONLY AT TBE S1.111C BORINGOR"K.0I LOCATION ANUA'THE GATEINUICA TO ITIS NOT WARRANfEO TO RE REPRESENTAD" <br />