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ENVIROTECH,INC. <br />Boring Log S4 <br />(Page 1 of 1) <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 GRAPHIC Sample Legend <br />Sample Location <br />Groundwater <br />_y_ Static Water Level Sample Blow Count I I Not Submitted K7 Initial Water Level <br />INNI No Recovery Boring: S4 <br />Boring Construction <br />DESCRIPTION PID Information <br />• t . -..•. <br />'...: <br />'. '. <br />Concrete 8" dry, no odor <br />GRAVEL/SAND, poorly graded, medium <br />grained, subrounded sand, medium grained, <br />subangular gravel, nonplastic, dry, no odor <br />0.0 <br />0.0 <br />BORING CONSTRUCTION <br />Seal : cement <br />GROUT <br />Material : neat cement <br />/ 0 <br />- GP 7 : <br />. . <br />, .- • <br />...• <br />'..:-%.• :•... ... ..: •: .• <br />... " <br />Note: Hand auger upper 5' <br />CH <br />r <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 />10 <br />SM <br />SILTY SAND, reddish brown, well sorted, <br />fine grained, subangular, nonplastic, medium <br />dense, soft, dry, no odor <br />0.0 <br />/ Nbecomes dense with slight plasticity / 0.0