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\Boring Logs M-Tech\VVFF52.001\S2.boi ./Alnal'EX <br />Boring Log S2 <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 mi. Depth to Water (ft) : -- <br />Driller Stc. Depth to Water (ft): --- <br />Method : Direct Push <br />Project # VVFF02.001 <br />Depth <br />in <br />Feet USCS GRAPHIC Sample Legend <br />Sample Location <br />Groundwater <br />. V Static Water Level Sample Blow Count I I Not Submitted V Initial Water Level <br />NM" No Recovery Boring: S2 <br />Boring Construction <br />DESCRIPTION PID Information <br />: <br />, .., <br />.: .:. <br />• . . ::.-•:.,, . .. <br />.: .% :•.;,- <br />.••.: .., <br />Concrete 9" dry, no odor 1-1 0.0 BORING CONSTRUCTION <br />Seal : cement <br />GROUT <br />Material : neat cement <br />/ 0 <br />- <br />- <br />- <br />GP <br />:..-: <br />,•:..t.7;1 <br />.;,:.•;•;:i:,. <br />''.'...1:71 <br />: :;.'•::, <br />...-:!-. ..-.....-. <br />• , . • <br />:•.: <br />GRAVELJSAND, poorly graded, medium <br />grained, subrounded sand, medium grained, <br />subangular gravel, nonplastic, dry, no odor <br />0.0 <br />Note: Hand auger upper 5' <br />CH <br />/ <br />/ <br />CLAY with some silt, dark brown, high <br />plasticity, loose, stiff, dry, no odor <br />00 <br />— 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 Grout <br />becomes dense with slight plasticity / 0.0