WORK PLANS - Laserfiche WebLink

Home Browse Search

A 0 0 0 w m 0 z z 0 J d _#3 Sand 5P @78 feet bgs: becoming medium -grained, subangular 1.25" 80 -Gauze Stainless Steel Screen Total Depth = 80' bgs, 1015, 09/22/2011 Blank Point Ca/'L�no ER/ Shaping the Future BORING LOG AS6D Date Drilled: Drilling Co.: Drilling Method: Sampling Method: Borehole Diameter: Casing Diameter: : 11 Wood :Woodward Drilling Co. : Hollow Stem : Split Spoon : 8" : 1" Project No.: Former Mobil Service Station 99CAS Site: : 75 E. Alpine Avenue, Stockton, CA Location N -S : 2' North of DW3 Logged By: : Rebekah A. Westrup Location E -W : 6' West of DW3 Reviewed By: : Da 9Piel G 87 7 Total Depth: :80' Signature: First GW Depth: :37' Sample Condition Water Levels ® No Recovery M After Completion: n/a Q Interval Not Sampled During Drilling: 37' Described Sample Well: AS6D ¢ a r d c ®Preserved Sample 9. a E o a m`� 0 DESCRIPTION 60 -- — — — — — — - - - - -- - - Interval from 48 feet bgs to 65 feet bgs not sampled 65 — — — — — — — — — — — — Silty SAND: fine to medium -grained, brown, moist, subangular, poorly graded (0, 15,85,0) SM Type II _ _ _ _ _ _ X < Cement Grout SILT with Clay: brown, damp (15,85,0,0) 1" Schedule 80 PVC Sm 70.,' — — — — — — — — — — — — — — — - - —I Silty CLAY: olive -brown with gray -brown mottling, damp, _ = moderate plasticity (60,40,0,0) — — CL ... .. — — — — — — — — — — — — — — — — Silty SAND: fine-grained, damp, subangular, poorly graded SM (0,30,70,0) Clayey SILT with Sand: olive -brown with dark olive mottling, moist, fine-grained and angular sand (35,45,20,0) Hydrated Bentonite ML 75 SAND: fine-grained, brown, wet, subrounded, poorly graded (0,0,100,0) _#3 Sand 5P @78 feet bgs: becoming medium -grained, subangular 1.25" 80 -Gauze Stainless Steel Screen Total Depth = 80' bgs, 1015, 09/22/2011 Blank Point