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1' Groundwater Monitoring Well (4" casing) <br /> 5 <br /> t. Typically Flush-threaded, Schedule 40 PVC <br /> Traffic Rated Vault <br /> &Locking Cap <br /> Existing Grade <br /> — Concrete <br /> Neat Cement with 596 Bentonite Grout <br /> 4 Blank PVC Casing <br /> Minimum 1 Hydrated Bentonite Chips or Pellets <br /> Vadoss Zona <br /> (Urmaturated) <br /> Slotted Casing Typically Set <br /> 5'Above static water Level <br /> Fater Pack Typically Extended 1 Z Above Skits <br /> (Typically 03 Monterey Sand) <br /> Static water Level <br /> a Diameter Slotted PVC Casing <br /> Typically 10"Owneter Barehoie <br /> (Minimum 2'Annulus) <br /> CWater-8eanng <br /> Zone <br /> Typically 19 of Slotted Casing Extends Into water Bearing <br /> Zone kf Acludard(Confining Layer)Is Not Encournerod <br /> PVC Cap T <br /> NOTE <br /> See report for specific construction information <br /> (NOT TO SCALE) <br /> i Parlaclis TYPICAL GROUNDWATER MONITORING WELL FIGURE <br /> GRo DACE. CONSTRUCTION DETAILS (ori Casing) 3 <br /> Apel 24 19% <br /> REVt5WBY' Shell Service Station WIC#204-4416-0202 <br /> 420 West Kettleman Lane P1FlCJEaTMAQER <br /> DATE Lodi,CA 93-47-9013 <br />