Laserfiche WebLink
CLIENT: GEORGIA PACIFIC TRACY JOB NUMBER: 2092-01 <br /> MONITORING WELL: ®C8 ' WELL <br /> CONSTRUCTION <br /> BOREHOLE DEPTH 41 FT COORDINATES DEPTH, GRAPHIC USCS SOIL DESCRIPTIVE LOC <br /> FT. LOG LOG SAMPLES <br /> BOREHOLE DIAMETER B IN N 1234 0 <br /> . � 0-1.5 F7 SILT, TRACE CLAY. BROWN <br /> WELL DEPTH 40.5 FT E 1001 <br /> DRILLER J.H. KLEINFELDER s ML <br /> s <br /> DRILLING RIG CME 75 <br /> BIT(S) HOLLOW STEM AUGER 10 11.0 FT DARK BROWN SILT TO FINE GRAVEL <br /> 0 <br /> BC GEOLOGIST WYATT $a • <br /> WELL DESIGN INTERVAL LEGEND ON <br /> qo <br /> BLANK CASING a0_0-20.511 ° <br /> TYPE 2•PVC 20 0 '- 20.0 FT GRADES WITHOUT SILT <br /> SCH 40 0 <br /> ° 22.0 FT GRADES WITH COARSE GRAVEL, CLEAN <br /> SLOTTED CASING ® 0 23.5 FT CANOES WITH 6AND FINE TO MEDIUM <br /> TYPE.2•PVC <br /> 20.5-40.5 GRA 0 SAND TO FINE GRAVEL <br /> ° <br /> 6CH 40 � o GP 26.0 FT GRADES i0 SILT KITH FINE TO COARSE SANG <br /> SLOT,0.02• ° 27.0 FT GRADES WITH GRAVEL <br /> 0 <br /> 0 - 14 30 ° <br /> CEMENT ° <br /> TYPEe CONCRETE 0 32.0 FT GRAVEL GRADES OUT <br /> qo <br /> BENTONITE 14 -17.5 ® 35.0 FT GRADES WITH FINE i0 MEDIUM BANDY <br /> TYPEs3/8' SILT CUTTINGS <br /> PELLETS ML/SM <br /> SANG 17_5- 41 40 <br /> BORING COMPLETED AT 41.0 FT. 2-13-85 <br /> 81ZEA 02 <br /> FIRST MATER SIE�IF <br /> STATIC WATER LEVELy <br /> TOP OF CASING EL. 96.78 • <br /> GROUND SURFACE EL. <br /> 86.6 50 <br /> DEVELOPMENT METHOD PUMPED <br /> CASING AND BORING VOLUME <br /> VOLUME OF WATER REMOVED 20 GALLONS <br /> TIME LOO START FINISH <br /> DATE TIME DATE TIME <br /> DRILLING 2/12/85 1430 2/13/65 <br /> WELL 2/13/85 2/13/85 <br /> CONSTRUCTION <br /> DEVELOPMENT 2/15/85 2/15/85 <br /> SAMPLING <br /> 1 <br />