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Lr <br /> LA <br /> EXTRACT GROUNDWATER <br /> r <br /> 6.0 <br /> V <br /> IS <br /> CAPILLARY FRINGE <br /> �. NO DEWATERED? YES <br /> CONDUCT SOIL VAPOR <br /> EXTRACTION TEST <br /> Lr <br /> CONDUCT TREATED WATER ARE <br /> REINJECTION TEST NO INFLUENT HYDROCARBON <br /> CONCENTRATIONS <br /> SUSTAINED? <br /> LJ <br /> YES <br /> INSTALL VAPOR EXTRACTION <br /> SYSTEM TO PURSUE <br /> Lr SOURCE ELIMINATION <br /> Lr IS THE RE—EVALUATE SYSTEM <br /> AQUIFER OPERATING PARAMETERS <br /> ACCEPTING APPRECIABLE NO FOR OTHER METHODS <br /> La SUSTAINED FLOW? OF INCREASING SUCCESS <br /> YES <br /> BEGIN REINJECTING <br /> TREATED GROUNDWATER <br /> L.• TO LESSEN NPDES DISCHARGE <br /> AND LESSEN USE OF STATES WATER <br /> Lr ❑ <br /> GROUNDWATER 4057 PORT CHICAGO HWY. DECISION FLOW DIAGRAM <br /> ❑ TECHNOLOGY CONCORD, CA 94520 <br /> (810) 671-23$7 <br /> CLIENT: LOCATION: REV. NO.: DATE: <br /> THE SOUTH;LAND COPORATION 455 GRANT LINE ROAD 0 1/11/93 <br /> STORE No. 20304 TRACY, CALIFORNIA <br /> PM PE/RG DESIGNED I DETAILED ACRD FILE- PROJECT NO.: FIGURE: <br /> �fZ FC5 ML DECTREE 020203283 4 <br />