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../Aokbk.IP'EX <br />Boring Log 85 <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 />, <br />Depth <br />in <br />Feet USCS GRAPH IC Sample Legend <br />Sample Location <br />Groundwater <br />V , Static Water Level Sample Blow Count I I Not Submitted V Initial Water Level <br />Nil No Recovery Boring: S5 <br />I Boring Construction <br />DESCRIPTION PID Information <br />o <br />- <br />;:.:;.• <br />....: .. <br />*.:.!;;•.::, <br />..- • : • <br />. . <br />.: . <br /> Asphalt 2" 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 />/ <br />_ <br />GP ,. <br />••: ... ,..• <br />! <br />...,-; <br />.•••.•.- -.•.:. <br />.:••• 4.. <br />'.. <br />•• ••.•.• -- <br />_•Note: Hand auger upper 5' <br />—Grout 5 <br />- <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 />'-\becomes dense with slight plasticity / 0.0 10