Laserfiche WebLink
CLIENT: GEORGI R-PACIFI C, TRACY JOB NJMBERT 2092-05 <br /> MONITORING HELL <br /> WELL TOP OF CASING CL. 94.35 F' FT.T. MSL COORDINATES CONST. OCPGRAPHIC USLS SOIL DESCRIPTIVE LOG <br /> LOG LOG 59MP1-175 <br /> GROUND SURFACE CL. 94.5 Ff. N 1620 <br /> BOREHOLE. DEPTH 66.0 F7. E 1030 0• SILT, LIGHT BROWN. DRS, LOOSE. <br /> BOREHOLE DIRMCTER 6 IN. <br /> s ML <br /> WELL DEPTH 66.5 FT. <br /> . DRILLER PC EXPLORATION <br /> 10 <br /> DRILLING RIG MOBILE B-53 GRAVEL AND COBBLES. <br /> dao 0 <br /> fdeo'u <br /> BIT ISI HOLLOW STEM AUGER S'dtiv v OR <br /> a <br /> RC GEOLOGIST LUCAS/NYATT ♦ SILT. CLAYEY, BROWN. <br /> ML <br /> WELL DESIGN INTERVAL LEGEND �L <br /> 20 <br /> B,RNK CASING ❑ • ida cy uL <br /> GRAVEL <br /> T YPC* 2'PVC 0 - 31.5 s doo 0 <br /> SCH 40 41_S - 51.S fdoo'o <br /> fdn^u SLOTTED CASING o <br /> 3i.5- 41.S ds% <br /> ryoC; 2-PVC fda'u'o <br /> SCH 40 51.5- 66.5 -30 dd'�a c <br /> SLOT!0.02` SILT, WITH TRACT GRAVEL. BROWN. <br /> CONCRETE O - 24.0 SP SAND, FINE, BROWN, MCI. <br /> TYPE- READY ML SILT, NI75 TRACE 70 SOME FINE SANG, BROWN. <br /> MI% <br /> BENTONITE 24.0- 27.0 SM SAND. MEDIUM, SILTY, BROWN. MCT. <br /> TYPE! 3.18' 40.0 - 40.S ® -40!f CLAY, SILTY. SRNDY, BROWN, MOIST. <br /> PELLETS <br /> • <br /> SAND 27.0- 40.0 [77-1-1 <br /> CL SIZE- 03 40.5- EE.O <br /> .G GRAVEL AND SAND. <br /> FIRST MATER <br /> STATIC NATER LEVEL _L .50 <br /> DEVELOPMENT METHOD PUMPED <br /> G/SCASING AND BORING VOLUME 36 GALp°c 4..9c� SP <br /> VOLUME OF WATER REMOVED 100 GAL o4obc <br /> G o- <br /> TIME LOG STAR FINISH 60 P u <br /> DATE TIME DATE TIME <br /> B/29/R5 0900 8/29/65 1400 ®14 CLAY. 'SILTY, WITH SOME FINE SAND AND GRAVEL. <br /> DRILLING CL LIGHT BROWN. STIFF, <br /> HELL 6/29/85 1400 6/29/85 1700 <br /> CONSTRUCTION BORING COM-LE'TED AT 66.0 F'T.. 6/29/65 <br /> DEVELOPMENT 8/30/85 70 <br /> L <br /> BC7013 JEC 030E 7E5 <br /> Figure 2 <br /> . t <br />