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CLIENT: GEORGIA PACIFIC TRACY JOB NUMBER: 2092-01 <br /> MONITORING WELL: WELL <br /> CONSTRUCTION <br /> BOREHOLE DEPTH 28.5 FT. COORDINATES DEPTH. GRAPHIC USCI SOIL DESCRIPTIVE LOG <br /> FT. LOG LOG SAMPLES <br /> BOREHOLE DIAMETER 6 IN. N 1096 0 <br /> ON 1.0 FT. GRAVEL, FINE, SILTY. LIGHT BROWN, DAY <br /> WELL DEPTH 19.5 FT. E 1005 <br /> DRILLER J.H. KLEINFELDER ® 11 <br /> DRILLING RIG CME 55 4.0 FT. SILT. TRACE TO SOME FINE SAND. <br /> LIGHT BROWN. DRY. LOOSE <br /> SIT ISI HOLLOW STEM AUGER 5 <br /> ML <br /> BC GEOLOGIST WYATT/WHEELER <br /> low HELL DESIGN INTERVAL LEGEND ro P 8.0 FT. GRADES WITH TRACE MEDIUM TO COARSE <br /> ❑ SAND AND FINE GRAVEL <br /> BLANK CASING +0.2- 9.5 <br /> TYPE 2'PVC <br /> SCH 40 10 <br /> SLOTTED CASING <br /> TYPE 2'PVC 9_5 -19.5 <br /> SLOTI SCH 40 ® 26 13.0 FT. SAND, MEDIUM. TRACE COARSE SAND AND <br /> 0.02• SP GRAVEL. BROWN, DRY, MEDIUM DENSE <br /> BACKFILL 1_0 <br /> TYPE sDRILL CUTTINGS ® 15 <br /> 0 - 1_0 <br /> SENTON ITE 7 - 8_5 <br /> 21 -28.5 ® ® 44 18.0 FT. SILT. LIGHT BROHN, DAMP TO MET <br /> NL <br /> SAND B_5- 21 20 <br /> SIZE1 •3 <br /> FIRST WATER �E <br /> ® 54 23.0 FT. SAND, MEDIUM TO COARSE. `RACE FINE TO <br /> STATIC XR7ER LEVEL _L COARSE GRAVEL, BROWN, DRY, VERY DENSE <br /> TOP OF CASING EL. 87.98 FT. SP <br /> GROUND SURFACE EL. 97.8 FT. 25 <br /> DEVELOPMENT METHOD SURGED <br /> CASING AND BORING VOLUME DRY WELL ® 65/6' 28.0 FT. GRADES WITH SOME FINE TO COARSE GRAVEL, <br /> DRY, VERY DENSE <br /> VOLUME OF MATER REMOVED 0 30 BORING COMPLETED AT 28.5 FT., 10/5/84 <br /> TIME LOG START FINISH <br /> DATE TIME DATE TIME <br /> DRILLING 10/5/84 0800 10/5/84 <br /> WELL <br /> CONSTRUCTION 10/5/84 10/5/94 1100 <br /> WELL <br /> DEVELOPMENT 10/9/84 10/9/84 <br /> SAMPLING - <br />