monterey peninsula water supply project presentation june 2012

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  • 7/31/2019 Monterey Peninsula Water Supply Project Presentation June 2012

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    Monterey Peninsula Water Supply Project -Presentation toMonterey Co. Water Resources Agency

    June 25, 2012

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    Monterey Peninsula Water Supply Project

    Our application before the California Public Utilities

    Commission is extensive. To signup for project updates or

    view the application, visit our project website:

    www.watersupplyproject.org

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    Presentation Topics

    MPWSP Basics

    How GWR fits into our Project

    Where are we now

    Design of MPWSP Intake System to Minimize Intake of InlandGroundwater

    Desalinated Water Supply to SV User

    Seawater Intrusion Control Benefits

    Reclaimed Water Salinity Control

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    MPWSP Basics

    Desalination and ASR facilities required to replace partial lossof supplies from Carmel River and Seaside GroundwaterBasin.

    5.4 MGD to 9.0 MGD (5,500 to 9,000 AFA) desalination plant,depending on implementation of MRWPCAs GWR project.

    Desalination plant to be located near landfill entrance.

    13.2 to 22 MGD slant intake system (6 to 8 Wells) on coastline

    Brine discharge to MRWPCAs existing outfall

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    Role of GWR

    Independent Project by MRWPCA

    Groundwater Replenishment (GWR) which takes secondarywastewater effluent and processes it through an Advanced

    Water Treatment facility is a great opportunity for thePeninsula by:

    Lower overall Carbon Footprint

    Reduce Loadings to Monterey Bay

    Creates vast underground storage reservoir

    CAWs desal plant will be sized nearly in half if GWR can be

    implemented.

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    Where are we now?

    Submitted Application to CPUC on April 23, 2012, seekingapproval to design, build and place into rates a 9,006 AFAdesal plant.

    Application includes CEQA review by CPUC.

    Application also seeks permission to make desal plant smaller(5,506 AFA) if the GWR project can be realized in time. Thedecision to implement GWR will be based on several factors,

    including: cost, schedule, and public acceptance.

    ALJ expected to issue scoping memo soon which will layoutCPUC schedule.

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    Intake being Considered

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    Intake Wells

    Objectives:

    Limit intake of water from inland sources to the extent

    practicable

    All water taken from beneath the seafloor beyond the shoreline.

    Method:

    Slant Wells, with screens placed under the seafloor and in 180-

    foot formation.

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    Slant Well Estimated Depression Contours

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    Extensive technical analysis of

    the potential effects and

    impacts of the slant wells on

    local and regional groundwater

    conditions in the SVGB was

    performed by Geoscience andLuhdorff & Scalmanini as part

    of the CEQA review for the

    Regional Water

    Project. These are two of the

    leading groundwater

    consulting firms in the State.

    CPUC is revisiting as part of

    their review of the project.

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    Test Slant Well

    Currently working on Test Slant Well to be located on Cemexproperty at southern end.

    Monitoring wells to be located 200 250 feet north of test

    slant well and would be used to verify geology prior toinstallation of slant well.

    We will work with MCWRA to develop a comprehensivemonitoring program.

    Test well program is needed to gather more information as togeology, salinity, configuration, etc.

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    Agency Act & Water Rights

    CAW will return 100% of all groundwater captured to theSVGB basin. Proposed action is consistent with Agency Actand California Water Rights Law.

    Options for Return to Basin: 1) CSIP

    2) Drill injection well on CAW property, and

    3) Make available for beneficial use to MCWRA or other party.

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    Desalinated Water to be Returned to Basin

    Examples:

    Assume 9,000 AFA plant capacity

    Assume 0% ground water capture (future 2030 condition)

    Annual return to be 9,000 * (% GW ) = 0 AFA

    Assume 9,000 AFA plant capacity

    Assume 1% ground water capture (future 2030 condition)

    Annual return to be 9,000 * (% GW ) = 90 AFA

    Assume 9,000 AFA plant capacity

    Assume 3% ground water capture (future 2030 condition)

    Annual return to be 9,000 * (% GW ) = 270 AFA

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    CSIP Impacts if this Return to Basin Option Used

    Objectives:

    Increase water available to CSIP for agricultural irrigation

    Reduce Salinity of CSIP irrigation water

    Method: Returning a portion of desalinated water to CSIP will increase

    supply and reduce salinity of CSIPs irrigation water

    Adjusting salinity of desal supply will reduce salinity of CAWs

    combined water supply and reduce the salinity of wastewater

    generated by CAWs customers.

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    Salinity of Water Supply

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    Post Desal

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    Existing Salinity

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    FOR ILLUSTRATION PURPOSES

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    Proposed Salinity

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    FOR ILLUSTRATION PURPOSES

    with GWR Chlorides ~60mg/l

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    Questions

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