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❑ e�/ Are desired constituent concentrations > 0 1 ppm and is <br /> the desired hydrocarbon reduction c 950/6? <br /> ❑ Are the constituents present soluble in groundwater? <br /> 3. Evaluation Of The In-situ Groundwater Bioremediation System <br /> ' Design, <br /> Yes No <br /> ref <br /> In Has treatability testing been performed? 3�Q1 <br /> 6aA,,- 6z-A � [ <br /> ❑ Ur Has groundwater modelling been used to calculate <br /> aquifer conditions over tune? <br /> ❑ ❑ If not, has some other method been used to calculate <br /> ' cleanup times? 7:42 'k- A-'7Zkv0"'S <br /> ❑ ❑ Will the processing rates achieve cleanup in the time <br /> allotted for remedxatton in the CAP? 7x4s-*-- 2N <br /> zs mor tz; DffreWMzvea aY <br /> ❑ ❑ Have remediation rates been established for the project? <br /> ❑ Has the area of influence for the proposed extraction or <br /> infection wells been determined? <br /> l°f ❑ Is the proposed well placement appropriate, given the <br /> total area to be cleaned up and the area of influence of <br /> ' each injection/extraction well system? <br /> ❑ ❑ Has the amount of the contaminant to be remednated <br /> ' been determined? <br /> ❑ ❑ Has the quantity and type of electron acceptors required <br /> ' for the remediation been determined? <br /> ❑ If an electron acceptor system will be needed, is a design <br /> ' for that system provided? <br /> ❑ U(' Will aboveground treatment of groundwater be required? <br /> ❑ C� Has the quantity of nutrients required for remediation <br /> been determined? <br /> ❑ E( If nutrient delivery systems will be needed, are designs <br /> / for those systems provided? <br /> ' ❑ 4 Is bioaugmentation addressed, if needed, in the design? <br /> May 1995 R-37 <br /> 1 <br />