Laserfiche WebLink
PROJECT NO. S9800-01-04 SR 26 @ N.Market Street <br /> WaW W ; BORING NO. B2 <br /> w W > o a SOIL <br /> A w w O Q z x DATE DRILLED 11/18/2013 WATER LEVEL(ATD) PIEADSPACE <br /> y Ick v� F (USCS) (PPM) <br /> P4 EQUIPMENT Geoprobe 5410 direct-push DRILLER Gcocon <br /> SOIL DESCRIPTION <br /> 2 INCHES ASPHALT CONCRETE <br /> 1 6 INCHES AGGREGATE BASE CL <br /> ALLUVIUM 0 <br /> 2 Firm,moist,brown,Clayey SILT to Silty CLAY <br /> 3 <br /> 4 <br /> 5 132-5.0 0 <br /> 6 0940 <br /> g <br /> 9 <br /> 10 B2-10 0 <br /> 11 0950 <br /> 12 <br /> 13 <br /> 14 .I. Medium dense,moist,brown,Silty fine SAND SM <br /> 15 B2-15 0 <br /> 16 l000 <br /> BORING TERMINATED AT 16 FEET <br /> Boring B2,page 1 of 1 ENV_NO_WELL SR26 @MARKET BORING LOGS.GPJ 1125/13 <br /> BORING ELEVATION: I 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 TRAES. <br />