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1 <br /> 1 CONCRETE APRON TRAFFIC RATED WELL COVER <br /> 1 <br />' WATER—TIGHT LOCKING CAP <br /> d I <br /> 9' <br /> vv a <br /> v°v v <br /> v <br /> vvvv <br /> vv <br /> v <br /> vv <br /> as <br /> ao <br /> vo <br /> v va <br /> BLANK PVC WELL CASING (SCHEDULE 40) a NEAT CEMENT (PORTLAND CEMENT) <br />' FROM SCREENED CASING TO 1/2 FOOT BSG 9v FROM BENTONITE SEAL TO 1 FOOT BSG <br /> vv <br /> ° <br /> vv v v <br /> I av v v <br /> vv <br /> vv v <br /> a <br /> v <br /> ao <br /> IJ; <br /> aao v v <br /> av <br /> I vv vv i <br /> v <br /> BENTONITE SEAL (PELLETS-PELL PLUG) <br /> TWO FEET ABOVE FILTER PACK <br /> FILTER PACK (#2/12 SAND) <br /> 0010 SLOTTED PVC SCREEN (SCHEDULE 40) TWO FEET ABOVE SCREEN <br /> 10 FEET <br /> PLUG <br />' ALL DEPTHS RELATIVE TO SURFACE GRADE g BORCHOIZ DIAr UMFt <br /> NOT TO SCALE <br /> PROPOSED SINGLE MONITORING WELL DESIGN ® �4dUarlced <br /> I �� GeoEnVironmental, Inc <br /> WEST CLAY PROPERTIES <br /> of Northern Co//fOt0J1 <br /> 639 WEST CLAY STREET PROJECP NO AGE—NC-96-0235 FILE GWMwell FIGURE <br /> STOCKTON, CALIFORNIA DATE 12 SEPTEMBER 2001 DRAWN BY KMM 4 <br />