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i <br /> Project Name Soil Boring Number <br /> Country Market Soil Boring Log SB-2 <br /> Address Drilling Contractor Drilling Method Backfill Material <br /> 10476 West Linne Road <br /> it Tracy California Penecom Hand Auger Direct Push Cement Grout <br /> Logged By Approved By Sampling Method Boring Depth Boring Diameter <br /> S. Morden N. Persaud Sleeve (poly) loft, 4 in. <br /> Antea Group Project Number Headspace Monitoring Device Date Drilling Started Date Drilling Completed <br /> CTRYMRT PID 2128114 2128114 <br /> LITHOLOGY SAMPLING DATA <br /> z v <br /> Graphic " — ~ a R r <br /> U Visual " N E Z _ b `o 0 0 0 m Backfill a <br /> W o Log Description v ¢ (a � E 0 � 3 mo Details p <br /> x N <br /> 00 0 <br /> ML Asphalt 0 - 5 HA 100 Cement <br /> Grout: <br /> Silt with Sand; brown, 20% sand, 80% dry 3.5 0-10 ft. <br /> fines, trace fine gravel, non-plastic, <br /> loose dry 1 .2 <br /> same as above; light brown <br /> dry 0.0 <br /> -5 5 dry 6.1 5 - 10 DP 80 5 <br /> ML Silt; light brown, trace fine gravel, loose dry 0.0 <br /> ML Silt; light brown, non-plastic, medium <br /> density <br /> dry 0.0 <br /> -10 10 End of boring at 10 ft. bgs. dry 2.5 10 <br /> -15 15 15 <br /> -20 - - 20 20 <br /> -25 25 25 <br /> HA = Hand Auger Q <br /> DP = Direct Push a <br /> anteagroup <br /> Pager Of 'I 4 Water Level. During Drilling . ^INOGEti <br />