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CLIENTc GCOP,GIR-PACIFIC. TRACY JOB NUMBER! 2092/05 <br /> MONITORING WELL: AAM <br /> WELL OCPN. CRAPHIC USCS SOIL OCSCRIPTIVE LOG <br /> TOP OF CASING EL.94.i5 FT. 4SL COORDINATES CONST. F'T. LOC. LOG SAMPLES <br /> GROUND SURFACE EL. 94.5 FT. N 1610 <br /> BOREHOLE DEPTH 86.0 FT. C 1030 0 SILT, LIGHT BROWN, LOOSE, DRY. <br /> BOREHOLE DIAMETER 6 IN. ML <br /> s <br /> WELL DEPTH 65 Ff. s 10 <br /> DRILLER PC EXPLORATION ^dso o GRAVEL. <br /> DRILLING RIG MOBILE 6-53 noa o <br /> GP <br /> CLAY, SILTY, TRACE 59N0, CROWN, MOIS f. <br /> BITISi HOLLOW STEM AUGER 20 CL <br /> a <br /> BC GEOLOGIST LUCAS IWHCELFR ° GRAVEL. <br /> $8$ Op <br /> [L CLAY. <br /> WELL DESIGN INTERVAL LEGEND ° 30do'u'o GP GRAVEL. <br /> SAND. CLAYEY. <br /> BLANK CASING SC <br /> TYPE: 2'PVC U - 7='0 ❑ ®lg SILT. CLAYEY, TRACE SAND, LIGHT BROXN. M7iSt. <br /> SCH 40 <br /> 40ML <br /> SLOTTED CASING <br /> TYPE,•2"PVL 75.0- e5.0 L <br /> SCH 40 ® <br /> SLOT- _ ° ° �40 <br /> SLO0.02` <br /> 10 c o v v GRAVEL AND SAND, <br /> CONCRETE 0 - 67,0 ° . <br /> TYPE! PORTLAND :. G/P <br /> TYPE 2 0 = c0a�G4 S <br /> SAND 67.0- 66.0 � 6fi�E cou <br /> SIZE, 03 > o04 o'b?u0c <br /> FIRST WATER a CLAY. SILTY, SANDY, LIGHT BROWN. STIFF. <br /> STATIC WATER LEVELy I <br /> 10 <br /> DCVCLOPMCNT METHOD PUMPED v v ® SAND AND COARSE GRAVEL. MET. <br /> Cbz e�o4.._ <br /> CASING AND BORING VOLUME 15 CRL co v �y`u <br /> 4L :.: <br /> VOLUME OF HATER REMOVED 25 GAL ® CLAY. <br /> CL <br /> BORING COMPLETED AT Be FT.. 6/30/05. <br /> TIME LOG S'fRR'f FINISH 90 <br /> DATE 'TIME DATE TIME <br /> DRILLING 8/30/65 1000 9/30/65 1800 <br /> WELL 8/30/85 1600 9/31/05 0030 <br /> CONSTRUCTION <br /> DEVELOPMENT 9/3.185 <br /> BC7014 JCC 030CrGS <br /> Figure 3 <br />