mpwsp deir presentation (marina) 05-12-15

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    CalAm Monterey PeninsulaWater Supply Project

    DEIR Review

    SPECIAL JOINT MEETINGof the

    MARINA CITY COUNCILand the

    MARINA PLANNING COMMISSION

    May 12, 2015

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    California Public UtilitiesCommission (CPUC)

    • Led by 5 governor-appointed commissioners• Regulates privately-owned electric, natural gas,

    telecommunications, water, railroad, rail transit,and passenger transportation companies

    • Serves the public interest by ensuring theprovision of safe, reliable utility service andinfrastructure at reasonable rates, with acommitment to environmental enhancement anda healthy California economy

    • CEQA Lead Agency for the Proposed Project

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    Project History

    Application submittedfor the Coastal Water

    Project(Application A.04-09-019)

    CWP Draft EIRpublished

    (Jan 2009)

    CWP Final EIRpublished & certified

    (Oct 2009)

    Approval implementingthe Regional Project

    Alternative andcorresponding WaterPurchase Agreement

    (Decision D.10-12-016)(December 2010)

    Application submitted for theMPWSP

    (Application A.12-04-019)

    (April 2012)

    2004 2009 2011 20132005 20072006 20122008 2010

    MPWSPEIR Scoping(Oct 2012)

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    MontereyPeninsula

    WaterSupplyProject(A.12-04-019)

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    MPWSP Variant

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    CPUC Analysis ofNeed, Cost & Rates

    CPUC StartsIndependent

    EnvironmentalReview Process

    Public Scoping

    EnvironmentalStudies

    Draft EIR

    Final EIR

    Administ rat ive LawJudge (ALJ) Hearings

    CPUCDecision

    DraftDecision

    CPUC Process for Project Review

    Cal-Am Application fora Certificate of Public

    Convenience andNecessity (CPCN)

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    California Environmental Quality

    Act (CEQA)• Requires that state and local agencies

    identify the significant environmental

    impacts of their actions and avoid ormitigate those impacts, if feasible

    • Environmental Impact Report (EIR)identifies significant impacts, mitigation toavoid or reduce such impacts, and projectalternatives

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    Focus of Draft EIR Review• In reviewing draft EIRs . . . focus on the

    sufficiency of the document in identifyingand analyzing the possible impacts on theenvironment and ways in which thesignificant effects of the proposed projectmight be avoided or mitigated.

    (CEQA § 15204. Focus of Review)

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    Focus of Draft EIR Review• Comments are most helpful when they

    suggest additional specific alternatives ormitigation measures that would providebetter ways to avoid or mitigate thesignificant environmental effects.

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    Executive Summary

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    Table ES-3

    Summary of Impacts andMitigation Measures

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    Chapter 1Introduction

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    Project Purpose and Need

    To replace existing water supplies that areconstrained by legal decisions affecting the CarmelRiver and Seaside Groundwater Basin:

    • SWRCB Order 95-10 requires that CalAm reducesurface water diversions from the Carmel River inexcess of legal entitlement (3,376 AFY)

    • Adjudication of Seaside Groundwater Basin effectively

    reduces CalAm’s allocation of groundwater supplies to1,474 AFY

    • SWRCB Order 2009-0060 requires that CalAm securereplacement supplies for the Monterey District byDecember 2016

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    Project Objectives• Reliable water supply for the CalAm’s

    Monterey District service area, accountingfor the peak month demand of existingcustomers

    • Reliable water supply that meets fire flowrequirements

    • Provide supplies to serve existing legal lotsof record• Accommodate tourism demand under

    recovered economic conditions

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    Project Objectives• Provide sufficient conveyance capacity to

    accommodate supplemental watersupplies that may be developed at somepoint in the future to meet build outdemand, in accordance with adoptedGeneral Plans

    • Minimize energy requirements andgreenhouse gas emissions per unit ofwater delivered

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    Chapter 2Demand and Supply

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    Demand and Supply

    Demand (afy)

    System Demand 13,291PB Entitlements 325

    Tourism Rebound 500

    Lots of Record 1,180

    TOTAL 15,296

    Carmel River Rights 3,376Seaside Basin GW 774

    ASR 1,300

    Sand City Desal 94

    Remaining Need 9,752

    Supply Portfolio (afy)

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    Chapter 3Project Description

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    ProposedProject• Seawater intake

    system:• 8-slant wells at

    CEMEX• 9.6 MGD desal plant• Brine discharged via

    existing MRWPCAocean outfall anddiffuser

    • Water conveyancefacilities

    • Improvements toexisting SeasideGroundwater Basin

    ASR system

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    Subsurface Intakes at CEMEX

    EMEX

    Dredging Por:1d

    I

    IIIIIIII

    Sour ce Wat e rP ipe line (P r t >po se d )

    ......C E M E X

    IS a n dM i n i n g F a c i l it y l

    I

    NO TES :

    0 I

    MRWP CA Ou tf a ll P ipe line ( I:::Xisting )

    Electrical ControlBuilo ing (Propesea )

    · ~ r o j e < .t a rea b ou ndary refers o the area within which cons truction re la ted d is t u ~>a n c e would o ccu r.ro iu k ; r nt l h~ rittQ U ~ S I ~ I Io f l l l ~suWulfioiU:t ~ ~ ~ Iill W t t l l ~i II\J MPWSP e ~ l il ld l i J J IP ld l l l J U ~l b e d J i le l ll

    sys te m, i n Janu a ry 2015 CatAm beoan construction of a test s la nt well a t t le CEMEXact ive m ining a reac 1 n l; ~ n sto :11 l P.r::JI P :thP.: 'P. =i t OI. nt A l l ~rt rt n :1 fl llnt \ f n ( Jr ~ l lpn n r:rm j"'IP.t inn n f lh P :ni lot p r oo r ~ and s ~ u mi n J th e res ults of the pi lot proora ll co nf im lhe viability ofsubsuf a ce s lan t we lls a l th is site . a sl" r t of he p r o p o S ~ > jproject the test slant W9ll WOIIId be o n v e ~ e dir to a pemane nt sEawat er n tat.e w e iand u ti Zed as part of he propcsed p-ojecrs Seawater Intake System _

    Test S lant Well (EKstirg) .

    S la nt Wells (Proposed)- Electrica l Conduit (Propese d)

    - Source Water P ipe line (P roposed )- MRWPCA Ocea n Outfall a nd Diffuser (Existing)- Desa linate d Wate r Pipeline (Pr opose d)• • C ity Bo l.l 'dary

    _ Pro,ect Area Boundary*

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    DesalinationPlant

    • Source WaterPipelines

    • Brine DischargePipeline

    • Salinas ValleyReturn Pipeline

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    DesalinatedWater Pipeline

    (north of Reservation Rd)

    TransmissionMain

    (south of Reservation Rd)

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    TransmissionMain

    TransferPipeline

    Terminal

    ReservoirMontereyPipeline ASR

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    Monterey Pipeline

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    Chapter 4Environmental Setting, Impacts

    and Mitigation

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    4.6 Terrestrial BiologicalResources

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    DesignatedCriticalHabitat

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    4.9: Traffic and Transportation

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    4.11: Greenhouse Gas Emissions

    • The Project would have an incrementalcontribution to climate change from GHG

    emissions – Construction emissions (vehicles and

    equipment

    – Net annual emissions from operations(energy use)

    • Mitigation will not reduce GHGs to meetthe threshold SUM

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    4.12: Noise and Vibration

    • The Project could cause an increase inambient noise levels during construction

    – Most facilities would be LS

    – Some facilities would be LSM

    – Nighttime construction of the MontereyP ipeline, and ASR Wells 5 and 6, wouldexceed sleep thresholds. SUM

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    8: Growth Inducement

    • The MPWSP would not directly contribute to thecreation of additional housing or jobs

    • However, the proposed project would indirectlysupport growth by removing, to some extent,water supply limitations as an obstacle to growth

    • That would enable a degree of growth under the

    approved general plans within the area servedby the MPWSP.

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    Subsurface Intakes and

    Groundwater Resources

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    Slant Wells at CEMEX

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    Typical Slant Well

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    Exploratory

    Boreholes

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    Geologic Cross Section 1-1’

    C P ti f C S ti

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    Cemex Portion of Cross SectionInterpreted Before Test Well

    C P ti f C S ti

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    Cemex Portion of Cross SectionInterpreted After Test Well

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    Conceptual Model

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    ModelBoundaries

    Hydrologic Base Period

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    This 63 year period represents a hydrologic

    period consisting of long and short periods ofdry and wet conditions as well as periods ofaverage precipitation representing a range ofpotential future hydrologic conditions for theevaluation of impacts from the MPWSP.

    Hydrologic Base Period

    432012

    2075

    2074

    2137

    Model

    Time

    S l d P i d f A l i

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    This 63 year period represents a hydrologic

    period consisting of long and short periods ofdry and wet conditions as well as periods ofaverage precipitation representing a range ofpotential future hydrologic conditions for theevaluation of impacts from the MPWSP.

    Selected Period for Analysis

    442012

    2075

    2074

    2137

    Model

    Time

    l d l

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    Simulated GW ElevationChange Between Baseline and

    Proposed Project

    Active Wells Within Radius of

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    Active Wells Within Radius ofInfluence

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    Particle Tracking/Flow Paths atCEMEX

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    Particle Tracking/Flow Paths atNorth County

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    SimulatedGW

    ElevationChange atFort OrdPlumes

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    DISCHARGE

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    Existing Outfall

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    Brine Modeling Considerations

    • Near-field – How much dilution will occur in the Zone of Initial

    Dilution (ZID)?

    – Modeling indicates plume exceeds ambientsalinity by less than 2 ppt at the edge of the ZID

    O Pl C i d

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    Ocean Plan Constituents andPotential Exceedences

    MPWSP• Brine-only

    – PCBs (Monterey Bayalready exceeds OP WQObjectives)

    • Brine and Wastewater – PCBs – Ammonia

    MPWSP Variant• GWR-only

    – No exceedences

    • Brine-only – PCBs• Brine, WW and GWR-effluent

    – PCBs – Ammonia – Toxaphene – Chlordane – DDT – TCDD Equivalents

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    Mitigation for Exceedences ofOcean Plan WQ Objectives

    • If CalAm cannot demonstrate to RWQCBand MRWPCA that the water at the edge

    of the ZID will meet the Ocean Plan waterquality objectives, CalAm will implement,individually or in combination:

    – Additional pre-treatment of source water – Additional treatment of discharge – Temporary storage and release of brine(LSM)

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    Brine Modeling Considerations

    • Far-field – Where will the plume go and does it continue to

    dilute?

    Bill Curtsinger, NGS

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    Ambient Conditions inMonterey Bay

    Three oceanicseasons

    – Davidson: approxNov - March

    – Upwelling: approxMarch - Sept

    – Oceanic: approxSept - Nov

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    Salinity Above Ambient(Acute Condition)

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    Salinity Above Ambient(Chronic Condition)

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    Chapter 5Cumulative Impacts

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    Ch 5: CumulativeImpacts

    Cumulative impacts referto two or more individualeffects that, when takentogether, are“considerable” or thatcompound or increaseother environmentalimpacts.

    CEQA Section 15355

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    Cumulative Projects(not an all-inclusive list)

    • Monterey County – Salinas Valley Water Project Phase II

    – East Garrison Specific Plan – Omni Enterprises, LLC (aka Corral de Tierra) – Ferrini Ranch Subdivision – Interlake Tunnel

    • City of Pacific Grove – Stormwater Recycling Project – Recycled Water Project (PBCSD)

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    Cumulative Projects(not an all-inclusive list)

    • City of Marina – The Dunes on Monterey Bay – Cypress Knolls Senior Residential Project – Marina Heights – Marina Downtown Vitalization Specific Plan – Marina Airport Economic Development Area

    – Marina Station – CSUMB North Campus Housing Master Plan – Monterey Bay Shores Resort – CalAm Slant Test Well at CEMEX

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    Cumulative Projects(not an all-inclusive list)

    • MPWMD – ASR Phase 1 and 2

    • Other – CalAm San Clemente Dam Removal Project – Deep Water Desal and Peoples’ Moss

    Landing Desalination Projects – MCWD’s RUWAP

    • Recycling Element• Desalination Element

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    Chapter 6Project Variant

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    Project Variant

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    Project Variant

    • CalAm would build a 6.4 MGDdesalination plant at Marina

    – 5 slant wells at Cemex – Brine discharged through existing outfall – Conveyance – ASR

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    Project Variant

    • MRWPCA would collect and treat a varietyof new source waters

    – CalAm would purchase 3,500 afy from PureWater Monterey GWR Project and extract itfrom the Seaside Groundwater Basin

    – GWR Project would provide 4,750 afy ofrecycled supplies to CSIP for agriculturalirrigation in the northern Salinas Valley

    C l I j i /E i

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    Conceptual Injection/Extractionof GWR Water

    I ld b

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    Impacts would be more severewith the project variant

    • Amount of soil that would be disturbed, andtherefore, the potential to result in soil

    erosion and loss of topsoil (LSM)• Temporary, construction-related trips on

    local roadways (LSM)

    • Construction-related emissions of PM10(SUM )

    I ld b l

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    Impacts would be less severewith the project variant

    • Drawdown of the DSA and 180-FTE Aquifer in the SVGB (LS)

    – less water is extracted from the slant wells – more water is provided to CSIP for agricultural

    users

    • Interference with the remediation of acontaminated groundwater plume isavoided (NI)

    I t ld b l

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    Impacts would be less severewith the project variant

    • Energy use: 4,700 MWh /year less35,800 MWh/year net increase in energy vs.

    40,500 MWh/year net increase – the energy would not be used in a wasteful or

    inefficient manner (LS)

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    Historic Energy Use (MWh/yr)

    Seaside Basin(2,470)

    Carmel River(5,224)

    0

    1,000

    2,000

    3,000

    4,000

    5,000

    6,000

    Total = 7,694 MWh/yr

    MPWSP E D d

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    MPWSP Energy Demand(MWh/yr)

    Seaside Basin(497)

    Carmel River(1,559)

    ASR(2,132)

    Desal(44,021)

    0

    5,000

    10,000

    15,000

    20,000

    25,000

    30,000

    35,000

    40,000

    45,000

    50,000

    Total = 48,200 MWh/yrNet = 40,500 MWh/yr

    MPWSP V i E D d

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    MPWSP Variant Energy Demand(MWh/yr)

    Seaside Basin(497)

    Carmel River(1,559)

    ASR(2,132)

    GWR - RiverReplacement

    (4,361)

    GWR - CropIrrigation

    (6,591)

    Desal(28,346)

    0

    5,000

    10,000

    15,000

    20,000

    25,000

    30,000

    Total = 43,486 MWh/yrNet = 35,800 MWh/yr

    I t ld b l

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    Impacts would be less severewith the project variant

    • GHGs: 253 metric tons/year less5,928 metric tons/year versus

    6,181 metric tons/year

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    Chapter 7 Alternatives

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    Alternatives

    • An EIR must describe and evaluate areasonable range of alternatives to the

    project, or to the location of a project, thatwould:

    – feasibly attain most of the basic projectobjectives

    – but would avoid or substantially lessen anyidentified significant effects of the project.

    Section 15126.6(a)

    Overarching Goals for CEQA

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    Overarching Goals for CEQA Alternatives Analysis

    • Be responsive to EIR scoping commentsrequesting detailed analysis of desalinationalternatives

    • Facilitate/streamline NEPA compliance (ifneeded) by providing comprehensive review ofintake and outfall options

    • Identify the Environmentally Superior Alternative

    • Provide flexibility during project approval andimplementation

    Alternatives Considered and

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    Alternatives Considered andDismissed

    • New Los Padres Dam and Reservoir• Carmel River Dam and Reservoir Project• CPUC Water Supply Contingency Plan

    (“Plan B”)

    • Coastal Water Project and RegionalProject• MCWRA-Proposed Interlake Tunnel

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    Evaluation of Desalination

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    Evaluation of Desalination Alternatives – 3 Tiered Approach• Tier 1: Screening• Tier 2: Evaluation

    • Tier 3: Whole Alternatives

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    Desalination Options

    • Individual Options Considered – 13 intakes – 3 desalination plant sites – 7 outfalls

    • Information Sources – CalAm Contingency Plan – Input from resource agencies – Project Scoping – Other commercial desalination proposals

    Desalination Component

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    Desalination ComponentOptions: Marina and Seaside

    Desalination Component

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    Desalination ComponentOptions: Moss Landing

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    AlternativePipelinesNorth of

    Reservation

    Road

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    AlternativeTransmission

    Main

    Alternative Transfer and Monterey

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    Alternative Transfer and MontereyPipelines

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    No Project Alternatives

    • No Build• No Build + Interim SWRCB Agreement

    – the timeline established in the CDO would beextended for another five years, consistentwith the draft proposal by the MPRWA andother Parties to amend the CDO

    • Environmentally Superior but do not meetthe basic Project Objectives

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    Alternative 2:Open Water

    Intake at MossLanding(with Alternative pipelines)

    Alternative 3: Project Variant with

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    Alternative 3: Project Variant withSlant Wells at Potrero Road

    (with Alternative pipelines)

    Alternative 4: Project Variant with

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    Open Water Intake at Moss

    Landing (with Alternative pipelines)

    Environmentally Superior:

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    94/97

    94

    Environmentally Superior:Proposed Project

    • The proposed project would result in theleast amount of construction and operation

    impacts compared with either Alternative 1or Alternative 2

    • The Proposed Project is the

    environmentally superior alternative of theproposed project alternatives (as opposedto project variant options)

    Environmentally Superior:

  • 8/9/2019 MPWSP DEIR Presentation (Marina) 05-12-15

    95/97

    95

    Environmentally Superior:Project Variant

    • The MPWSP Variant would result in theleast amount of construction and operation

    impacts compared with either Alternative 3or Alternative 4

    • The MPWSP Variant is the

    environmentally superior alternative of theMPWSP Variant alternatives

    Environmentally Superior

  • 8/9/2019 MPWSP DEIR Presentation (Marina) 05-12-15

    96/97

    96

    Environmentally Superior Alternative

    • The MPWSP Variant is deemed to be theenvironmentally superior alternative

    – less energy – lower GHG emissions – diversified portfolio of water supplies – reduced pumping from the SVGB – increased Seaside Basin groundwater

    supplies, and – improved groundwater levels and quality in

    the SVGB

  • 8/9/2019 MPWSP DEIR Presentation (Marina) 05-12-15

    97/97