Laserfiche WebLink
1 <br /> 1 (PROJECTED) <br /> PROJECTED CPT-100 <br /> WELL CONST. <br /> FOR MW-101 <br /> i1 B (PROJECTED) <br /> CPT-103 CPT-104 CPT-105 CPT-106 <br /> GROUND SURFACE <br /> 0 0 <br /> I' <br /> 10 _ 10 <br /> l 20 Y 20 <br /> 30 30 <br /> 1 40 40 <br /> 50 1,900 50 <br /> 60 1,600.i o 2.000 60 <br /> 1 Y <br /> 70- 3oo/1,soo 70 <br /> o / <br /> 400 <br /> BO sso . 80 <br /> EXPLANATION <br /> o <br /> az� CLAY, SILTY CLAY <br /> �W <br /> (Y� <br /> W N FINE-GRAINED (CLAYEY SILT, SANDY CLAY; <br /> C OVER CONSOUDATED SEDIMENTS) Disclaimer. <br /> GROUNDWATER LEVEL EXTRAPOLATED FROM A-ZONE <br /> MONITORING WELLS MW-11 AND MW-12 MEASURED Extrapolations of lithology between discrete <br /> W ON SEPTEMBER 17, 1996 locations are interpretative, hence, the actual <br /> 9� SANDY SILT, SILT subsurface geology between borings may be <br /> 3 CPT-103 CONE PENETROMETER TESTING LOCATION <br /> c>w different than shown here. <br /> wo <br /> aN .® SAND. SILTY SAND, GRAVELLY SAND LINCOLN CENTER, STOCKTON, CALIFORNIA <br /> IN o CPT FRICTION RATIO LOG <br /> MW-101 MONITORING WELL LOCATION (SEE APPENDIX B FOR COMPLETE CPT LOGS) RE-D SCOPING ACTNTTES NTEMM REPOFTT <br /> PIPP GROUNDWATER SAMPLE DEPTH INTERVAL o to Feer <br /> GEOLC IC CFK)M SECTION B-B' <br /> e 260 PCE CONCENTRATION DETECTED IN GROUNDWATERHORIZONTAL SCALE I.P.Y�IE' 'R8C011 Figure 3 <br /> 3 IN MICROGRAMS PER LITER <br /> Project No. 3966 <br />