Laserfiche WebLink
!1 , <br /> GROUND ZERO ANALYSIS LOG OF WELL MW3 <br /> PROJECT WOOLSEY CHARTER LOCATION 1501 WEST CHARTER WAY, STOCKTON CA PROJECT NO 294 <br /> DATE DRILLED 11/19/99 LOGGED BY SEAN GARVEY REVIEWED BY GREG STAHL RG No 5023 <br /> DRILLING COMPANY SPECTRUM EXPLORATION DRILLER RANDY HORTON METHOD HOLLOW STEM AUGER <br /> BORE HOLE DIAMETER 8 AN DEPTH DRILLED 39 FT DEPTH TO WATER INITIAL25 FZ STATIC _ 14-5 FT <br /> CASING TYPE PVC F480 DIAMETER - 2 IN SCHEDULE 40 _ INTERVAL 0 FT TO 10^ FT <br /> SCREEN TYPE PVC F480 DIAMETER 2 IN SLOT SIZE 0-20 _ _IN_ INTERVAL 10 FT TO 30 FT <br /> FILTER PACK TYPE 03 SILICA SAND INTERVAL a FT TO - .30 FT <br /> SURFACE SEAL TYPE NEAT CEMENT OVER BENTONITE INTERVAL 0 FT TO 8 FT <br /> COMIMENTS PAGE-1—OF_I <br /> WELL DEPTH FID SAMPLE 10 U S C DESCRIPTION <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> 0-C CONCRETE <br /> 2 <br /> 4 <br /> QLp <br /> 8 'REGGRY P. <br /> S AHL <br /> 0 No 5023 <br /> 2 F OF CAL% <br /> —14- <br /> 16 <br /> = 18 <br /> 20 <br /> SAMPLING BEGAN AT 24 FEET <br /> 22- <br /> 24-25 5/29' SILTY CLAY (CL/ML) 5% FN, A. PRLY GRAD SND, 95% FNS, <br /> 24 WOC-MW3 M DRY STRNGTH. SLW DLTNCY. M TGHNSS, M PLST, <br /> 400 CL/ML GRY, MOD PO, WET <br /> 2fi <br /> 25 5/29-30 5' POORLY GRADED SAND (SP) >95% SND. C5% FNS <br /> GRY. MOD-STG PO. WET <br /> 28 <br /> 2000 WDC-UW3-30' <br /> SP <br /> L-30- <br /> -32- <br /> -34- <br /> -36 <br /> 34 <br /> 35 <br /> 38 <br /> 40 <br />