Fleischmanns LFA Meeting 11-18-14 for Village

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    EastBranchFloodCommissionandDelawareCountySoil&WaterConservationDistrict | November18,2014

    Local

    Flood

    Analysis

    Project

    MeetingVillageofFleischmannsDavid

    Murphy,

    P.E.,

    CFM

    MarkCarabetta,PWS,CFM

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    Agenda

    Reviewstudyareaandmodelingconcepts

    Overview

    of

    alternatives Reviewresultsofmodeling

    Nextsteps

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    ProjectArea

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    HydraulicModelingConcepts

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    OverviewofAlternatives

    Hydrologic(forfuturemeetings)

    Alt

    2

    Storage

    of

    water

    in

    Lake

    Switzerland Alt3 Vly/Emorybypass

    Hydraulic(focusforthismeeting)

    Alt1 Bridgereplacements

    Alts4,5,6,7,8,9 Floodplaincreationor

    enhancement

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    OverviewofAlternatives

    1. BridgeReplacements

    a. EmoryBrookatMainStreet

    b. EmoryBrookatWagnerAvenue

    c. Vly CreekatMillStreet

    d. Vly CreekatMainStreet

    e. LittleRed

    Kill

    at

    Snyder

    Avenue

    f. LittleRedKillatMainStreet

    g. LittleRedKillatBridgeStreet

    h. Bush

    Kill

    Creek

    at

    the

    former

    Bridge

    Street

    bridge

    (subject

    of

    meetingsinJulyandAugust2014)

    i. BushKillCreekatDepotStreet

    j. BigRedKillatOldRoute28

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    OverviewofAlternatives

    FloodplainCreation,Enhancement,etc.

    4. Upstreamarea(Emory/Vly confluence)

    5. BridgeStreetareaofBushKill(topicofpreviousmeetings)

    6. MiddleareaofBushKill(westendofWagnerAvenue,DepotStreet,

    andlumberyards)

    7. Downstreamarea

    of

    Bush

    Kill

    (along

    Route

    28)

    DownstreamareaofBushKill+BigRedKill

    8. Vly CreekatMillStreet

    9. EmoryBrookatWagnerRoad

    Mostalternativesarerelativelymodularanddontaffectoneanother

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    0 1000 2000 3000 4000

    1500

    1510

    1520

    1530

    1540

    1550

    EB_Project_MM I Plan: Duplicate Effective Emory 5/15/2014

    Main Channel Distance (ft)

    Elevation(

    ft)

    Legend

    WS 500 YR

    WS 100 YR

    WS 50 YR

    WS 25 YR

    WS 10 YR

    Ground

    ReviewResultsofModeling

    Wag

    nerStreetBri

    dge

    MainStreetBri

    dge

    Con

    fluenc

    ewithBush

    kill

    1a.BridgeReplacement EmoryBrookatMainStreet

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    0 50 100 150 200 250 3001535

    1540

    1545

    1550

    1555

    1560

    1565

    EB_Project_MM I Plan: Dupli cate Effective Emory 5/15/2014EMO 09: Main Street

    Station (ft)

    Elevation(

    ft)

    Legend

    WS 500 YR

    WS 100 YR

    WS 50 YR

    WS 25 YR

    WS 10 YR

    Ground

    Ineff

    Bank Sta

    .06 .04 .06

    ReviewResultsofModeling

    1a.BridgeReplacement EmoryBrookatMainStreet

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    ReviewResultsofModeling

    1a.BridgeReplacement EmoryBrookatMainStreet

    Proposed

    improvements

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    ReviewResultsofModeling

    1a.BridgeReplacement EmoryBrookatMainStreet

    Current

    depths

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    0 500 1000 1500 2000 2500 3000 3500

    1500

    1520

    1540

    1560

    VlyCreek_MM I Plan: Corrected Effective VlyCreek Pl an 5/15/2014

    Main Channel Distance (ft)

    Elevation(

    ft)

    Legend

    WS 500 YR

    WS 100 YR

    WS 50 YR

    WS 25 YR

    WS 10 YR

    Ground

    ReviewResultsofModeling

    MainStreetBr

    idge

    M

    illStreetBr

    idge

    Dama

    tLakeSwitz

    erlan

    d

    Con

    fluen

    cewithBus

    hkill

    4aand4b.FloodplainEnhancementatVly nearConfluence

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    ReviewResultsofModeling

    0 100 200 300 400 500 600 700 8001500

    1505

    1510

    1515

    1520

    1525

    1530

    VlyCreek_MMI Plan: Corrected Effective VlyCreek Plan 5/15/2014

    VLY_03X

    Station (ft)

    Elevation(

    ft)

    Legend

    WS 500 YR

    WS 100 YR

    WS 50 YR

    WS 25 YR

    WS 10 YR

    Ground

    Ineff

    Bank Sta

    .06 .045 .08 .045 .06

    Emory Brook

    4aand4b.FloodplainEnhancementatVly nearConfluence

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    ReviewResultsofModeling

    4aand4b.FloodplainEnhancementatVly nearConfluence

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    ReviewResultsofModeling

    4a.FloodplainEnhancementatVly nearConfluence

    Currentdepths

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    ReviewResultsofModeling

    4a.FloodplainEnhancementatVly nearConfluence

    Depthsafter

    floodplain

    project

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    ReviewResultsofModeling

    4a.FloodplainEnhancementatConfluence

    Comparisonof

    inundated

    areas

    Motel100yr

    WSEchanges

    from1520.8

    to

    1517.9andit

    partlyleaves

    theSFHA

    School100yr

    WSEchanges

    from1515.2to

    1513.4

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    ReviewResultsofModeling

    4b.LargerFloodplainEnhancementatConfluence

    Depthsafter

    floodplain

    project

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    ReviewResultsofModeling

    4b.LargerFloodplainEnhancementatVly nearConfluence

    Comparisonof

    inundated

    areas

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    16000 18000 20000 22000 24000

    1440

    1460

    1480

    1500

    BushKill _MM I Plan: Existing Conditions Bushkill 5/15/2014

    Main Channel Distance (ft)

    Elevation(

    ft)

    Legend

    WS Q500

    WS Q100

    WS Q50

    WS Q25

    WS Q10

    Ground

    ReviewResultsofModeling

    Route

    28Bri

    dge

    Dep

    otStreet

    Bri

    dgeS

    treetConstriction

    6aand6b.FloodplainEnhancementnearDepotStreet

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    ReviewResultsofModeling

    0 100 200 300 400 500 600 7001460

    1465

    1470

    1475

    1480

    1485

    BushKill _MMI Plan: Existing Conditions Bushkil l 5/15/2014BUS_37X

    Station (ft)

    Elevation(

    ft)

    Legend

    WS Q500

    WS Q100

    WS Q50

    WS Q25

    WS Q10

    Ground

    Ineff

    Bank Sta

    .055 .045 .04 .0

    55

    Warehouses

    6aand6b.FloodplainEnhancementnearDepotStreet

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    0 100 200 300 400 500 600 700 8001470

    1475

    1480

    1485

    1490

    1495

    BushKil l_MMI Plan: Existing Conditions Bushkill 5/15/2014BUS 39: DEPOT STREET

    Station (ft)

    Elevatio

    n(

    ft)

    Legend

    WS Q500

    WS Q100

    WS Q50

    WS Q25

    WS Q10

    Ground

    Ineff

    Bank Sta

    .08 .035 .055

    House

    ReviewResultsofModeling

    6aand6b.FloodplainEnhancementnearDepotStreet

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    ReviewResultsofModeling

    6aand6b.FloodplainEnhancementnearDepotStreet

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    ReviewResultsofModeling

    6a.FloodplainEnhancementatDepotStreet

    Currentdepths

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    ReviewResultsofModeling

    6a.FloodplainEnhancementatDepotStreet

    Depthsafter

    floodplain

    project

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    ReviewResultsofModeling

    6a.FloodplainEnhancementatDepotStreet

    Comparisonof

    inundatedareas

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    ReviewResultsofModeling

    6b.LargerFloodplainEnhancementatDepotStreet

    Currentdepths

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    ReviewResultsofModeling

    6b.LargerFloodplainEnhancementatDepotStreet

    Depthsafter

    floodplainproject

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    ReviewResultsofModeling

    6b.LargerFloodplainEnhancementatDepotStreet

    Comparisonof

    inundatedareas

    Homesatthe

    westendof

    Wagner

    see

    a

    100yrWSE

    reductionfrom

    1487.2to

    1483.8

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    ReviewResultsofModeling

    7a.FloodplainEnhancementatOldRoute28

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    ReviewResultsofModeling

    7a.FloodplainEnhancementatOldRoute28

    Currentdepths

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    ReviewResultsofModeling

    7a.FloodplainEnhancementatOldRoute28

    Depthsafter

    floodplainproject

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    ReviewResultsofModeling

    7a.FloodplainEnhancementatOldRoute28+BigRedKill

    Current

    inundationarea

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    ReviewResultsofModeling

    7a.FloodplainEnhancementatOldRoute28+BigRedKill

    Currentdepths

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    ReviewResultsofModeling

    7a.FloodplainEnhancementatOldRoute28+BigRedKill

    Depthsafter

    floodplainproject

    SelfStorage

    100yrWSE

    changesfrom

    1473.4to

    1472.5

    Atnearby

    homes,WSE

    changesfrom

    1458.0to

    1457.0

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    ReviewResultsofModeling

    7b.ExtensiveFloodplainEnhancementatOldRoute28

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    ReviewResultsofModeling

    7b.ExtensiveFloodplainEnhancementatOldRoute28

    Currentdepths

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    ReviewResultsofModeling

    7b.ExtensiveFloodplainEnhancementatOldRoute28

    Depthsafter

    floodplainproject

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    ReviewResultsofModeling

    8.FloodplainEnhancementatMillStreet

    Needstobe

    combinedwith

    other

    alternatives

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    ReviewResultsofModeling

    Reminder:

    4a.

    Floodplain

    Enhancement

    at

    Vly

    Depthsafter

    floodplainproject

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    ReviewResultsofModeling

    8b+1d+4a

    Comparisonof

    inundated

    areas

    Motel100yr

    WSEchanges

    from1520.8to

    1517.1and

    it

    partlyleaves

    theSFHA

    School100yr

    WSEchanges

    from1515.2to

    1513.4

    l f d l

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    0 1000 2000 3000 4000

    1500

    1510

    1520

    1530

    1540

    1550

    EB_Project_MM I Plan: Duplicate Effective Emory 5/15/2014

    Main Channel Distance (ft)

    Elevation(

    ft)

    Legend

    WS 500 YR

    WS 100 YR

    WS 50 YR

    WS 25 YR

    WS 10 YR

    Ground

    ReviewResultsofModeling

    WagnerStreetBri

    dge

    MainStreetBri

    dge

    Con

    fluen

    cewithBus

    hkill

    9.EmoryBrookfloodplain

    R i R l f M d li

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    ReviewResultsofModeling

    CrossSection1068 WagnerAvenueBridge PartofFloodplainisusedbyVlyCreekFloodwater

    0 50 100 150 2001505

    1510

    1515

    1520

    1525

    EB_Project_MMI Plan: Dupli cate Effective Emory 5/15/2014EMO 04: Wagner Avenue

    Station (ft)

    Elevation(

    ft)

    Legend

    WS 500 YR

    WS 100 YR

    WS 50 YR

    WS 25 YR

    WS 10 YR

    Ground

    Ineff

    Bank Sta

    .06 .04 .06

    R i R lt f M d li

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    ReviewResultsofModeling

    9.EmoryBrookfloodplain

    9aloneisnot

    effective

    due

    tobackwater

    atWagnerRd

    bridge

    1breplacesthe

    WagnerRd

    bridge

    4bistheVly

    floodplainwe

    discussed

    earlier

    R i R lt f M d li

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    ReviewResultsofModeling

    9.Emory

    Brook

    floodplain

    Currentdepths

    9aloneisnot

    effectivedue

    tobackwater

    atWagnerRd

    bridge

    1breplacesthe

    WagnerRd

    bridge

    4bis

    the

    Vly

    floodplainwe

    discussed

    earlier

    R i R lt f M d li

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    ReviewResultsofModeling

    9.Emory

    Brook

    floodplain

    Depthsafter

    floodplain

    project

    Citgo100yr

    WSEchanges

    from1520.8to

    1518.9and

    it

    appearsto

    shiftoutofthe

    SFHA,although

    floodingfrom

    Vly maystill

    affectit

    Review Results of Modeling

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    ReviewResultsofModeling

    LittleRed

    Kill

    Next Steps

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    NextSteps

    Refinehydraulicalternativesthathavemerit

    Evaluatehydrologicalternatives

    Preliminarybenefitcostanalysis

    Meettoreviewresults