A Balancing Act - Areas of Physical and Economic Water Scarcity

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    A Balancing ActA Balancing Act

    WATER

    Cado Daily University of Arizona Cooperative Extension Water Wise Program

    RIVER

    GROWTH

    ECONOMY

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    Just a little perspective..Just a little perspective..

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    But this is home and its beautiful-

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    4/39United NationsUnited Nations

    Although a wet planet, in some places water is not

    abundant

    or so we think

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    Sierra Vista

    Subwatershed

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    Most of Arizona receivesless than 12 of rainfallper year. This makethe areas that do

    receive higherprecipitation, such asthe White Mountains,critical in generatingsurface water thatsupports streamflows

    and

    fills reservoirs

    Under 8

    8 to 12

    12 to 16

    16 to 20

    20 to 24

    24 to 28

    28 to 32

    32 to 36

    Above 36

    HTTP://geography.asu.edu/azclimate/ocs/az.gig

    Arizona Average Annual Precipitation

    Oregon Climate ServicesOregon State University

    ADWR ABCs of Water

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  • 8/9/2019 A Balancing Act - Areas of Physical and Economic Water Scarcity

    9/39The Nature Conservancy

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    San Pedro River ValleySan Pedro River Valley

    S P d Ri i N i lS P d Ri i N ti l

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    San Pedro Riparian NationalSan Pedro Riparian National

    Conservation Area (SPRNCA)Conservation Area (SPRNCA)

    Federally ProtectedFederally Protected

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    ProblemProblem

    In the Sierra Vista Subwatershed,In the Sierra Vista Subwatershed,groundwater sole water sourcegroundwater sole water source

    for people and riverfor people and river Overdraft = approximately 10,000 AFYOverdraft = approximately 10,000 AFY

    (acre foot = 325,851 gallons of water)(acre foot = 325,851 gallons of water)

    10,000 AFY by 201110,000 AFY by 2011

    26,500 AFY by 205026,500 AFY by 2050

    History of overdraft in the urban southwest hasHistory of overdraft in the urban southwest has

    dried up nearby riparian areasdried up nearby riparian areas

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    Growth in the Sierra Vista SubwatershedGrowth in the Sierra Vista Subwatershed

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    Why are people coming?Why are people coming?

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    Potential Riparian Consequence toPotential Riparian Consequence to

    the SPRNCAthe SPRNCA

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    River = Ft. Huachuca = EconomyRiver = Ft. Huachuca = Economy

    Huachuca Water Umbel

    Endangered Species

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    Whats Being DoneWhats Being Done

    A consortium of 21 agencies and organizationsA consortium of 21 agencies and organizations

    working together to meet the water needs of areaworking together to meet the water needs of area

    residents while protecting the San Pedro River.residents while protecting the San Pedro River.

    The purpose of the Partnership is to coordinate andThe purpose of the Partnership is to coordinate andcooperate in the identification, prioritization andcooperate in the identification, prioritization and

    implementation of comprehensive policies and projectsimplementation of comprehensive policies and projects

    to assist in meeting water needs in the Sierra Vistato assist in meeting water needs in the Sierra VistaSubwatershed of the Upper San Pedro River Basin.Subwatershed of the Upper San Pedro River Basin.

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    Partnership ProjectsPartnership Projects

    AugmentationAugmentation

    Apply for Colorado River waterApply for Colorado River water

    Bring water from mines to the river/communityBring water from mines to the river/community

    Groundwater RechargeGroundwater Recharge

    EffluentEffluent

    StormwaterStormwater

    Conservation (many)Conservation (many)

    Storm and Rainwater collectionStorm and Rainwater collection

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    Storm and Rainwater HarvestingStorm and Rainwater Harvesting

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    Partnership StudiesPartnership Studies

    Bureau of Reclamation Appraisal StudiesBureau of Reclamation Appraisal Studies

    Water Recharge Potential of Collected UrbanWater Recharge Potential of Collected Urban

    Runoff in the Sierra Vista AreaRunoff in the Sierra Vista Area

    Water Development Potential of RainwaterWater Development Potential of RainwaterCollection for New Residential Communities andCollection for New Residential Communities and

    New Commercial/Industrial BusinessesNew Commercial/Industrial Businesses

    Water Recharge Potential of CollectedWater Recharge Potential of Collected

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    Water Recharge Potential of CollectedWater Recharge Potential of Collected

    Urban RunoffUrban Runoff

    in the Sierra Vista Areain the Sierra Vista Area

    Collection and treatment of differentialCollection and treatment of differentialstormwater runoff from highly urbanizedstormwater runoff from highly urbanized8 square mile area = 1,8008 square mile area = 1,800 acftacft/yr/yr

    Option 1: Recharge near riverOption 1: Recharge near river

    Option 2: Recharge near areas of highOption 2: Recharge near areas of high

    pumping demand (AHI)pumping demand (AHI)

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    Sierra Vista Rainfall = 14.5/yrSierra Vista Rainfall = 14.5/yr

    Average 60 events/yearAverage 60 events/year

    40 summer40 summer 25 winter25 winter

    Only 30 storms provide collectable waterOnly 30 storms provide collectable water

    (>0.2)(>0.2)

    Collectable water = 4.25 inches/yearCollectable water = 4.25 inches/year

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    Urban Runoff Collection &Urban Runoff Collection & Treatment SystemTreatment System

    Pre-filter

    Manholes

    Sierra Vista Stormwater

    Collection System

    (8 sq. miles)

    WastewayEqualization and Pre-treatment

    Reservoir (5 AF)

    Water Treatment-Sand

    Filters (6.2 acres, 30 AF)

    Clearwell

    Reservoir (44 AF)

    Recharge Basins (12 acres)

    Trunk Pipeline

    Delivery Pipeline

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    Issues and ConcernsIssues and Concerns

    EffectivenessEffectiveness

    Capturing water that may either evaporate orCapturing water that may either evaporate orrecharge far away from SPRNCArecharge far away from SPRNCA

    Cannot offsetCannot offset gwgwpumping during longpumping during long--termterm

    droughtdrought

    Water Rights and OwnershipWater Rights and Ownership Only capturing postOnly capturing post--development runoffdevelopment runoff

    Capturing water before enters natural channelCapturing water before enters natural channel

    I d C C tI nd C n rn C nt

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    Issues and Concerns Cont.Issues and Concerns Cont.

    FinancingFinancing Capital requirements = $61 (near river)/51 millionCapital requirements = $61 (near river)/51 million

    (near AHI)(near AHI)

    Annual operating and maintenance expenses =Annual operating and maintenance expenses =

    $0.31/0.28M$0.31/0.28M

    Total annual costs (capital cost amortized over lifeTotal annual costs (capital cost amortized over lifeof project + O/M = $4 million)of project + O/M = $4 million)

    Estimated cost $2,675/$2,271 AFEstimated cost $2,675/$2,271 AF

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    Issues and Concerns cont.Issues and Concerns cont.

    RegulatoryRegulatory

    BiologicalBiologicalCultural ResourcesCultural Resources

    ImplementabilityImplementability

    Rainwater CollectionRainwater Collection

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    e o e oe o e o

    Industrial/CommercialIndustrial/Commercial

    Single BuildingSingle Building

    400,000 sq ft used for analysis @ 90% efficiency400,000 sq ft used for analysis @ 90% efficiency

    10 AFY yield10 AFY yield

    1.5 million gallons by August 11.5 million gallons by August 1stst year, 1.7+ endyear, 1.7+ end

    of yearof year

    Would provide 271,000 gallons/month (0.8AF)Would provide 271,000 gallons/month (0.8AF)

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    Rainwater CollectionRainwater Collection

    Industrial/CommercialIndustrial/Commercial to 2050to 2050

    331 AFY331 AFY(all new commercial impervious areas)(all new commercial impervious areas)

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    Storm and Rain Collection ResidentialStorm and Rain Collection Residential

    50 home rainwater collection system50 home rainwater collection system

    3.6AFY3.6AFY

    Residence: 2,000Residence: 2,000 sqftsqft rooftop + 1,000sqft hardscaperooftop + 1,000sqft hardscape@ 90% rooftop and 80% hardscape (road, drive,@ 90% rooftop and 80% hardscape (road, drive,patio)patio)

    3.4 AFY toilet flushing3.4 AFY toilet flushing

    Estimated toilet use/home 14.9Estimated toilet use/home 14.9 gpcdgpcd or 60or 60 gphdgphd(US EPA estimate is 16.2(US EPA estimate is 16.2 gpcdgpcd)) Estimated 3 years to accumulate necessaryEstimated 3 years to accumulate necessary

    300,000 gallon storage300,000 gallon storage

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    Model SubdivisionModel Subdivision

    O h S diO h S di

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    Other StudiesOther Studies

    Aqua HarvestAqua Harvest Sample study for SVSSample study for SVSResidential Master Planned CommunityResidential Master Planned Community 5,400 homes on5,400 homes on--site roof top capturesite roof top capture 1,5001,500 sqftsqft/residence/residence

    15 annual rainfall15 annual rainfallYield 235 AFY (38Yield 235 AFY (38 gphdgphd))

    Treatment: minimal, O & M minimalTreatment: minimal, O & M minimal

    Pumping/transfer costs low because captured atPumping/transfer costs low because captured atsource and use pointsource and use point

    Approx. $3Approx. $3 -- $4/ gallon$4/ gallon

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    Aqua Harvest Study cont.Aqua Harvest Study cont.

    Residential Sample FinancingResidential Sample Financing

    Incentive programsIncentive programs Increase densitiesIncrease densities

    Reduced impact feesReduced impact fees

    Expedited plan reviewsExpedited plan reviews

    Etc.Etc.

    Commercial Sample StudyCommercial Sample Study

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    Commercial Sample StudyCommercial Sample Study Aqua HarvestAqua Harvest

    50,00050,000 sqftsqft = 1.45 AFY= 1.45 AFYCost: $1.75Cost: $1.75 -- $2.25/gallon$2.25/gallon

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    Aqua Harvest Case StudyAqua Harvest Case Study

    2004 Santa Fe County created ordinance requiring2004 Santa Fe County created ordinance requiring

    any new commercial or residential 2,500sq ft orany new commercial or residential 2,500sq ft or

    more to have a full rain harvesting system tomore to have a full rain harvesting system tosupply irrigation demands.supply irrigation demands.

    Rancho Viejo de Santa FeRancho Viejo de Santa Fe

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    Rancho Viejo de Santa FeRancho Viejo de Santa Fe Master Planned CommunityMaster Planned Community

    First Master Planned community in U.S. toFirst Master Planned community in U.S. to

    implementimplement rwhrwh on every homeon every home 120 homes120 homes

    Rancho de Viejo prior toRancho de Viejo prior to rwhrwhimplementation water use = 0.17 AFY, afterimplementation water use = 0.17 AFY, after

    0.12 AFY. Drop of 30% (approximately 500.12 AFY. Drop of 30% (approximately 50gphdgphd))

    Savings realized with 8 inches rainfallSavings realized with 8 inches rainfall

    RiverRiver

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    RiverRiver GrowthGrowth

    EconomyEconomy 10,000 AFY by 201110,000 AFY by 2011 26,500 AFY by 205026,500 AFY by 2050

    Choices?Choices?

    BOR SummaryBOR Summary

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    BOR SummaryBOR Summary

    Urban Stormwater Runoff:Urban Stormwater Runoff:1,800 AFY @ $2,675/AF (8 mi1,800 AFY @ $2,675/AF (8 mi22))

    Commercial Rain/Stormwater:Commercial Rain/Stormwater:

    331 AFY all new commercial to 2050 and/or 10331 AFY all new commercial to 2050 and/or 10AFY (400,000 ftAFY (400,000 ft22 buildingbuilding rooftop)rooftop) Residential Rain/Stormwater:Residential Rain/Stormwater:1,095 AFY (80% all new homes through 2050 roof1,095 AFY (80% all new homes through 2050 roof

    and street @$23,780/AFand street @$23,780/AF

    The ShakeThe Shake--Out:Out:

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    The ShakeThe Shake--Out:Out: BOR RecommendationsBOR Recommendations

    AugmentationAugmentationImplementation: Fair to PoorImplementation: Fair to Poor,, Cost: FairCost: Fair

    Urban, Commercial andUrban, Commercial and

    Residential Storm andResidential Storm andRainwater Recharge/CollectionRainwater Recharge/Collection

    Implementation: Good, Cost: PoorImplementation: Good, Cost: Poor

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    Rain andRain andStormwaterStormwater

    HarvestingHarvesting

    aa goodgood part ofpart ofthe solutionthe solution(but lets make it(but lets make it

    better)better)