Laserfiche WebLink
CLIENT: GEORGIA PACIFIC TRACY <br /> MONITORING WELL% BCSWELL <br /> CONSTRICTION <br /> 80REHOLE DEPTH 11.5 FT COORDINATES TH, GRAPHIC USCS $OIL DESCRIPTIVE LOO <br /> FT. LOG LOS SAMPLES <br /> BOREHOLE DIAMETER a IN N 1006 S <br /> 1.0 FT. GRAVEL, FINE. 81LTY, LIGHT BROWN. DRY <br /> WELL DEPTH 38.5 FT E 1005 <br /> /.0 FT. SILT, TRACE TO SOME FINE SAND, <br /> DRILLER J.H. KLEINFELOER ML LIGHT BROWN, DRY, LOOSE <br /> DRILLING RIG CME 55 9.0 FT. ORADES WITH TRACE MEDIUM TO COARSE <br /> BAKU AND FINE GRAVEL <br /> SITES) HOLLOW STEM AUGER 10 <br /> • 8C GEOLOGIST WYpTT13.0 FT. 8AN0, MEDIUM. TRACE COARSE SANG AND <br /> .............. <br /> SP GRAVEL, BRONN, DRY, MEDIUM DENSE <br /> .............. <br /> WELL DESIGN INTERVAL LEGEND • <br /> BLANK CASING +0.5-19.5 El 19.0 FT. SILT, LIGHT BROWN, DAMP TO WET <br /> ML <br /> TYPE 2•PVC20 <br /> SCH 10 <br /> SLOTTED CASING ' '::'::: SP 23.0 FT. SAND, MEDIUM TO COARSE, TRACE FINE TO <br /> TYPE 2•PVC 19.5-38.5 ® COARSE GRAVEL, BROWN, DRY, VERY DENSE <br /> SCH 40 <br /> SLOT aO.OT• _ SP 28.0 FT. GRADES WITH SOME FINE TO COARSE GRAVEL. <br /> DRY, VERY DENSE <br /> BACKFILL 2 —11.5 30 SP/0P 31.0 FT SAND. MEDIUM TO COARSE, AND FINE TO <br /> TYPEz DRILL COARSE GRAVEL. <br /> CUTTINGS <br /> BENTONITE 11.5-15.5 ® i 10 35.0 FT SAND. FINE. TRACE TO SOME SILT. <br /> TYPEW - SM/ML LIGHT BROWN. WET. LOOSE. <br /> 11 <br /> SAND 15.5— .5 10 <br /> 21 11.0 FT SILT, TRACE TO SOME FINE SAND. <br /> S1 ZEE �3 LIGHT BROWN. WET. MEDIUM DENSE. <br /> BORING COMPLETED AT 11.5 FT, 10-5-81 <br /> STATIC WATER LEVEL <br /> • TOP OF CASING EL. $7.63 <br /> GROUND SURFACE EL. 57.3 <br /> DEVELOPMENT METHOD SAILED <br /> CASING AIWO WRING VOLUME MOTES <br /> ORIGINAL TOP OF CASING <br /> VOLUME OF WATER REMOVED 1S GALLONS ELEVATION WAS 87.02 FT. <br /> TIME LOG START FINISH <br /> DATE TIME DATE TIME <br /> DRILLING 10/8/81 1130 10/8/8/ <br /> WELL 10/S/8110/e/BA 1230 <br /> CONSTRUCTION <br /> DEVELOPMENT 30/8/01 10/9/0I <br /> SAMPLING 10/8/6I <br />