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r, <br /> w <br /> Project Name Soil Boring Number <br /> Country Market Soil Boring Log SB4 <br /> Address Drilling Contractor Drilling Method Backfill Material <br /> 10476 West Lin no Road <br /> Tracy California Penecore Hand Auger / Direct Push Cement Grout <br /> Logged By Approved By Sampling Method Boring Depth Boring Diameter <br /> S. Morden N. Persaud Sleeve (poly) 20 ft. 4 in. <br /> l <br /> Anton Group Project Number Headspace Monitoring Device Date Drilling Started Date Drilling Completed <br /> CTRYMRT PID 12128114 <br /> i <br /> LITHOLOGY SAMPLING DATA <br /> i a _ <br /> a yr <br /> Graphic N " - ~ W a ti 2 r <br /> l p N Visual N E U 8 c m Om Backfill <br /> W 0 Log Do Description s = a y m Via` M mo Details o <br /> I <br /> 0 0 <br /> GW d 0 - 6 HA 100 Cement 0 <br /> Q Well Graded Gravel with Sand (Fill): dry <br /> brown, ose gravel, 30% fine-medium Grout: <br /> I � � sand, loose 0-20 ft. <br /> D . : <br /> D dry 19.4 <br /> dry 128.2 <br /> -5 5 dry 126.3 5 - 10 DP 20 j 5 <br /> D <br /> D . : <br /> D <br /> Q . : <br /> SP Poorly Graded Sand; light tan, fine-very <br /> -10 10 fine sand with trace fine gravel, loose 10 <br /> dry 30.6 10 - 15 DP 30 <br /> -15 15 • dry 6.5 15 - 20 DP 50 15 <br /> SP-SM Poody Graded Sand with Sift; light tan, dry 8.6 1 <br /> fine-very fine sand with trace fine gravel <br /> and non-plastic fines (10%), loose <br /> -20 20 dry 34.1 20 <br /> End of baring at 20 ft bgs. <br /> 25 <br /> -25 25 <br /> HA = Hand Auger <br /> DP = Direct Push <br /> anteagroup <br /> Page ! Df I s W0.fater Level During Drilling %OI ;y^,,,,E„ <br />