Laserfiche WebLink
MONITORING WELL # MW-6 CONTRACTOR Woodward START DATE 7/29197 <br /> JOB # COL01 001 RIG TYPP-/MODEL BK81 FINISH DATE 7/29197 <br /> CLIENT Colberg Boat Works DRILLING METHOD Hollow-stem auger BACKFILL DATE <br /> E ADDRESS 858 W Fremont St, Stockton, CA BORING DIAMETER 8" TOC ELEV 10 51' msl <br /> Depth Below -- SOIL TYPE - grading, color, moisture, density/consistency; <br /> Ground c Graphic U % gravel, sand, fines, particle angularity, shape, size range, 4 <br /> Log ] odor stairuniz, other <br /> a� <br /> 0-6 inches fill and gravel <br /> I ML 6 orches-7 feet sandy silt, dark brown, dry, no odor <br /> Grout-� <br /> 2 <br /> 3 Bentonite - <br /> 4 2"Sch 40 <br /> 5 PVC 8 <br /> 10 <br /> #3sand " 11 <br /> 6F <br /> 2"PVC N! CL 7 feet-12 feet silty clay, brown, moist, no odor <br /> screen <br /> (0 020" Depth to groundwater 8 50 feet bgs <br /> slot) <br /> 9 <br /> 10 10 <br /> 12 <br /> ML 12 feet-22 feet clayey silt, brown, moist, no odor <br /> 15 11 <br /> 13 <br /> s <br /> N <br /> 20 8 <br /> 10 <br /> 12 <br /> CL 22 feet-25 feet silty clay, olive gray, moist-, <br /> no odor <br /> 7 <br /> 25 10 Total depth - 25 feet <br /> 12 <br /> j Analytical sample <br /> ® Sample recovered <br /> 30 <br /> Project Manager T Landwehr MONITORING WELL MW-6 Project No <br /> il, APEX Logged By K Broderick Colberg Boat Works COL01 001 <br /> E N V I R O T E C H, INC Edited By T Landwehr 858 W Fremont Street <br /> Stockton, Cahfonua <br />