Laserfiche WebLink
10-21-2021 SABoring Logs M-Tech\VVFF52.001\S3.boi Boring Log S3 <br />(Page 'I 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 GRAPHIC 1 Sample Legend <br />Sample Location <br />Groundwater <br />V Static Water Level Sample , Blow Count I I Not Submitted V Initial Water Level <br />mil No Recovery Boring: S3 <br />Boring Construction <br />DESCRIPTION PID Information <br />' ."' ..,.. 4 -4• <br />.•........-. :. •• .... --.-:. <br />'..:..7,;•.".:- 4.c• ::„ <br />.:...%.- <br />Concrete 22" dry, no odor 0/ 0.0 BORING CONSTRUCTION <br />Seal : cement <br />GROUT <br />Material : neat cement <br />- <br />- <br />GP ;..•%; <br />:.:..%...,-.. <br />1:7;:•.1:•: <br />.•......•. <br />- ... <br />: • <br />- .. ... <br />t• : <br />• • . : <br />- . -:. <br />GRAVEL/SAND, 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 />0.0 <br />—Grout 5 <br />_ <br />- <br />_ <br />SM <br />SILTY SAND, reddish brown, well sorted, <br />fine grained, subangular, nonplastic, medium <br />dense, soft, dry, no odor <br />o 0 <br />/ \becomes dense with slight plasticity / 0.0 10