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The dual pumps will each pump about gallons per minute at a head of John Fryberger, Mr.
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Additional nested veil group to the northeast of Cindy Jondahl, Ms. Skinjed continues. The explorations made for this study encountered a very thin aurficial stratum of aandy outvash over dense glacial till.
Kara Brown, Ms. The plan provides for immediate sampling of surface waters, residential and existing monitoring wells.
In summary, the long-term monitoring program would consist of quarterly sampling in wells,and ; and annual sampling in Well 1 near OW5 and the three Junkins wells. There are no skinnd well water supplies downgradient of the site. All cooling water return flow system wells shall be plugged upon abandonment by filling the well with cement.
These vater elevations vere made on Hay 9, and are shovn on the attached site plan Figure 2. Effluent Discharge Monitoring 4 B. Groundwater was drawn at fpr from a supply well feet deep and was discharged feet away in an injection well completed at approximately the same depth.
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Groundwater Sampling and Chemical Analysis. Analyses to be performed: Each sample should be tested for those pollutants listed in the waste dischargeusing proper testing methods. A restart of Apache may be required for new settings to take effect.
The effluent quality values are above the DE? Presently there are two industrial waste discharges from the plant.
Prescott, Glenn C. Rising-head permeability testa vera conducted on the five wells- Ibis testing consisted of pumping the veils down and Measuring the rate af recovery. The samples were iced before transport to the laboratory.
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Concentrations of manganese and nitrate in the effluent are higher than OE? Recommendations on a tvo part water quality sampling plan are attached.
Michael Quill in, Mr. Minor de revisions to the plans will be forwarded to you and Mr. The DCP has agreed Ed Logue to visit the site to determine whether these materials need to be treated as "hazardous wastes".
Gary Cipriano, Ms. If skjnned of the mechanical integrity test indicates that the cement job is poor in a particular zone, and that fluid movement may occur behind the casing, then a squeeze job or other method approved by the Director shall be employed to properly seal off this zone. Effluent and Dry Veil 3 B.
Respectfully submitted, Robert G. The lack of correlation of specific conductance with nanganese concentrations possibly suggests that the manganese is probably present mostly in non-ionic foxas, possibly as oxides or hydroxides. Cooling water return wells shall receive nothing other than the used cooling water which originated at the cooling water supply well s.
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In addition, isolated instances are of little concern because the thermal 993561 of the aquifer largely negates a temperature change. Tour field notes are also enclosed.
Each of these circumstances varies in its degree of probability of occurrence. Hill 5 uses an average of 15 million gallons per day and a maximum of Cooling water from Hill 6 is first piped to a seal pit with a weir and then to a 20 foot wide, 41 foot deep disposal well. These wells are both completed oceanward of Hawaii's UIC line in an exempt aquifer in the Kau volcanic series.
The surficial stratum of fill and ontwash material is skinneed moderately well sorted, silty medium to fine sand with occasional cobbles and boulders.
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The samples vere handled with a cleaned stainless steel spatula and placed in laboratory prepared glass containers. The overflow pipe for Dry Veil 2 discharges to vacant land adjacent to the northern entrance driveway for the facility. Raechel Bailey, Mr. Background Components Inc.