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s <br /> 3 PERIMETER SEAL <br /> GROUND SURFACE <br /> —CONCRETE SEAL <br /> e 4 TRAFFIC RATED, <br /> a ° d° a❑ e WATER-RESISTANT VAULT <br /> 44 <br /> OCKING EXPANSION PLUG <br /> a <br /> + 4 a e e <br /> d <br /> a 4 <br /> e • <br /> r ° e <br /> $"DIP METER <br /> DRILLED ORING • d e + 2"5CH 40 PVC BLANK CASING(TO 41') <br /> I r <br /> d � <br /> a <br /> A e 4+ <br /> + ° e <br /> a <br /> • 4e o <br /> d a <br /> '.\\\—O'-41' NEAT PORTLAND CEMENT <br /> 6 4 <br /> • e 4 + <br /> a a <br /> 4 ❑ e + <br /> a ° e <br /> a d <br /> a <br /> ° • a <br /> 4 <br /> r d a <br /> • e � d a <br /> ° • 4 <br /> 41'-43' BENTONITE CHIPS <br /> 2" SCH 40 F VC 0 020"SLOT <br /> SCREE 20' (45'TO 65) - --------43'-65' FILTER SAND NO 3 <br /> MONTEREY OR EQUIVALENT <br /> 2" PVC END PLUG <br /> FIGURE 3 <br /> GROUNDWATER MONITORING WELL (MW-1$S) <br /> CONSTRUCTION DETAIL <br /> FORMER E-Z SERVE LOCATION NO 100966 <br /> 2537 WATERLOO ROAD <br /> STOCKTON, CALIFORNIA <br /> PROJECT NO DRAWN BY <br /> RPMS 0966 WNL 2113106 P, <br /> FILE NO PREPARED BY Delta Q I}La <br /> EZ 100966 DS � �„ Environmental <br /> REVISION NO REVIEWED BY F s�� Consultants Inc <br /> 1 <br />