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FINAL REPORT Evaluation of Seawater Desalination Projects ...

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EVALUATION OF SEAWATER DESALINATION PROJECTS<br />

PROPOSED FOR THE MONTEREY PENINSULA<br />

redundancy and reliability to the treatment facility. The stated operating pressures are<br />

reasonable for this application. Considering that the conceptual design effort for this<br />

project’s RO plant occurred in 2003, it is expected that the anticipated energy recovery<br />

performance is relatively conservative compared to current approaches that benefit from<br />

recent advances in energy recovery devices.<br />

Conclusion<br />

The treatment design for the Sand City project, consisting <strong>of</strong> RO operated directly on well<br />

water is an appropriate approach that has been successfully implemented at many locations.<br />

The design has been developed only to the conceptual level. However, no serious omissions<br />

or fatal flaws in the treatment process are anticipated.<br />

Waste Stream Fate Identified<br />

Brine from the desalination process would be disposed either in HDD wells or via connection<br />

to the MRWPCA’s treated wastewater outfall to the Pacific Ocean. 17 Descriptions <strong>of</strong> the fate<br />

<strong>of</strong> cleaning chemicals and other waste streams were not identified.<br />

Studies considering an HDD system for brine disposal have determined that such a system is<br />

technically feasible in the Fort Ord area. Such a disposal concept could be an issue,<br />

however, because the regional aquiclude (Seaside Clay) is absent in the area, creating a<br />

window with direct hydrologic communication with the underlying aquifer (the Paso Robles<br />

Aquifer system). Additional modeling is needed to determine the potential effects <strong>of</strong> mixing<br />

desalination brine and seawater with freshwater in the Paso Robles aquifer.<br />

Brine discharge to the MRWPCA’s treated water wastewater outfall is technically feasible<br />

although initial studies indicate that capacity may not be available for all outfall flow<br />

conditions. Additional studies are needed to determine if storage or operational<br />

modifications can be made to accommodate all outfall operating parameters. This could<br />

include the evaluation <strong>of</strong> seasonal storage to manage the occurrence <strong>of</strong> when brine discharge<br />

exceeds outfall capacity during high-flow periods.<br />

Availability <strong>of</strong> Historical Feedwater Quality Data and Sanitary Survey<br />

No source water quality information was provided in any <strong>of</strong> the reviewed documents.<br />

Additional work will be needed to develop these data. Future test wells would need to be<br />

drilled and water quality samples obtained. Long-term water quality impacts will also need<br />

to be evaluated.<br />

Quality <strong>of</strong> Supporting Documentation<br />

The quality <strong>of</strong> the work prepared in support <strong>of</strong> this project is good; however, much <strong>of</strong> the<br />

work has been to determine the project’s feasibility. A good portion <strong>of</strong> this feasibility-related<br />

Monterey Peninsula Water Management District 3-16

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