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.)\Fili'E <br />Boring Log S7 <br />(Page 1 of 1) ENVIROTECH,INC. <br />Waterloo Food and Fuel <br />3032 East Waterloo Road <br />Stockton, CA <br />Date Completed : 10/11/21 Bore Hole Dia. (in) :2 <br />Geologist : Bryan Yates Depth Drilled (ft) :10 <br />Drilling Company : PeneCore Ini. Depth to Water (ft) : --- <br />Driller Stc. Depth to Water (ft): -- <br />Method : Direct Push <br />Project # WFF02.001 <br />Depth <br />in <br />Feet USCS GRAPH IC Sample Legend <br />Sample Location <br />Groundwater <br />3,_ Static Water Level _ Blow Count I I Not Submitted C7 Initial Water Level <br />jiii No Recovery Boring: S7 <br />a) <br />Tx Boring Construction <br />DESCRIPTION E as co PID Information <br />GP <br />-. s-7. <br />a .6: . . . <br />.•...... , • :., ,....• ::. • - •••••••••. :.-:•: <br />••••.....', <br />.••• .... ..,.,;:.,. ...-• ... . . . <br />Asphalt 2" dry, no odor MI 0.0 0.0 BORING CONSTRUCTION <br />Seal : cement <br />GROUT <br />Material : neat cement <br />/ 0 <br />_ <br />- <br />- <br />A.: A <br />..;.%1.,... <br />....%:... <br />.;-7,:.- <br />....:.••:. <br />GRAVEL/SAND, poorly graded, medium <br />grained, subrounded sand, medium grained, <br />subangular gravel, nonplastic, dry, no odor <br />. <br />Note: Hand auger upper 5' <br />CH <br />V. <br />/ <br />Clay with some silt, dark brown, high <br />plasticity, loose, stiff, dry, no odor <br />0.0 <br />—Grout 5 <br />- <br />_ <br />_ <br />- <br />10 <br />SM <br />SILTY SAND, reddish brown, well sorted, <br />fine grained, subangular, nonplastic, medium <br />dense, soft, dry, no odor <br />C 0 <br />\becomes dense / 0.0