WORK PLANS - Laserfiche WebLink

Home Browse Search

Advanced GORING LOG =! GeoEnvironmental, Inc. BOREHOLE NO . : MW-3 . 7 - 4005 North Wilson Way, Stockton , CA 95205 1 . (209) 467- 1006 FAX : (209) 467- 1118 TOTAL DEPTH : 551 Project: Pacific Pride Wronj Drilling Co. : Mitchell Drilling Environmental Site Location : 3230 North West Lane Si j G Rig/Auger Type: CME 75 / 8" hollow stem Stockton �I p ) pL Logged By: B . Millman California Reviewed By: N. Henderson Project No. : AGE-NC-97-0300 Date(s) Drilled : 06/06/00 Notes : Total depth of boring MW-3 equal to 55 feet bsg; boring 4 Water level during drilling Page 1 of 1 completed as 2-inch diameter ground water monitoring well. z Water level in completed well Depth Sample I Blows PID Soil USCS Class and Well Well ID / ft. (ppm) Symbol Soil Description Completion Description o .._. ._,.. ...._._ Well cover Water tight, locking well cap. 5 .. MW3-5 3/4/5 0 ., - ML: Mottled dark brawn-black, damp, firm, clayey - SILT. No petroleum hydrocarbon (HC) odor. - 10 MW3-10 9/13/20 0 -_ _ ML: Brown-gray, damp, very stiff to hard, clayey SILT; - ina HC odor. - - 15 MW3- 15 7/16/24 0 1 - SM: Pale brown, damp, medium dense to dense, silty \ SAND; fine sand, no HC odor. - 20 — MW3-20 11/15/22 0 SM: Brown-red-gray, damp, mediurn dense to dense, - P Cement grout seal from silty SAND; fine sand, no HC odor. - _ 1 ' to 30' bsg. - 25 MW3-25 12/18/23 0 ML: Pale brown, damp, hard, clayey SILT; no HC odor. - 30 — MW3-30 9/14/19 0 ML: Brown-red-gray, moist, very stiff to hard, clayey fil SILT; no HC odor. ( ! IBentonite seal from 30' lI. J i to 33' bag. - 35 MW3-35 12/20/26 0 _ _ ML: Pale brown, damp, hard, clayey SILT; no HC = \ odor. -4 _ — — #2/12 sand from 33' to MW3-40 12/15/21 0 _, _ SM: Pale brown, saturated, medium dense.to dense, — 55' bsg. silty SAND; fine sand, no HC odor. _ - 45 MW3-45 11 /16/25 0 _ _-