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    Prepared b the Cascadia Green Building Council

    March 2011

    TOWARD NET ZERO WATER:

    BEST MANAGEMENT PRACTICES FOR

    DECENTRALIZED SOURCING AND TREATMENT

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    Toward Net Zero WaterPage 2

    Acknowledgements

    SPONSORED By

    Compton Foundation

    PRIMARy AUTHORS

    Joel Sisolak, Advocac and Outreach Director, Cascadia Green Building Council

    Kate Spataro, Research Director, Cascadia Green Building Council

    CONTRIBUTORS

    Jason F. McLennan, CEO, Cascadia Green Building Council

    Marin Bjork, Research Manager, Cascadia Green Building Council

    Leslie Gia Clark, Cascadia Corps Volunteer

    Gia Mugford, Cascadia Corps Volunteer

    Samantha Rusek, Cascadia Corps Volunteer

    PEER REVIEW

    Morgan Brown, President, Whole Water Sstems, LLC

    Mark Buehrer, P.E., 2020 ENGINEERING

    Scott Wolf, AIA, Partner, The Miller/Hull Partnership, LLP

    Pete Muoz, P.E., Natural Sstems International

    COPyRIGHT INFORMATION

    This report is the copyrighted property of the Cascadia Green Building Council, all rights reserved 2011.

    This report may be printed, distributed, and posted on websites in its entirety in PDF format only and for

    the purposes of education. This report my not be altered or modied without permission.

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    Toward Net Zero Water Page 3

    tAble of contents

    ExECUTIVE SUMMARy . . . . . . . . . . . . . . . . . . 1

    INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . 2

    CONTExT AND BACKGROUND . . . . . . . . . . . . . . 8

    Histor Of Centralized Water Sstems

    Current Conditions: Environmental, Social &

    Economic Risks Moving Forward: A Vision for Net Zero Water

    Current Barriers to Net Zero Water

    BEST MANAGEMENT PRACTICES . . . . . . . . . . . .30

    Integrated water management

    Fitandefciency

    Communit Involvement

    Risk Management

    Beaut and Inspiration

    RAINWATER HARVESTING . . . . . . . . . . . . . . . .44

    Denition Sstem Components

    Technolog

    Fit

    Efciency

    Additional Design Considerations

    Additional Resources

    GREyWATER RECLAMATION & REUSE . . . . . . . . .62

    Denition

    Sstem Components

    Technolog Fit

    Efciency

    Additional Design Considerations

    Additional Resources

    WASTEWATER TREATMENT & REUSE. . . . . . . . . .78

    Introduction

    Composting Toilets. . . . . . . . . . . . . . . . . 80

    Sstem Components

    Technolog

    Fit

    Efciency

    Additional Design Considerations

    Constructed Wetlands . . . . . . . . . . . . . . . 90

    Sstem Components

    Technolog

    Fit

    Efciency

    Additional Design Considerations

    RecirculatingBiolters . . . . . . . . . . . . . . 100

    Sstem Components

    Technolog

    Fit

    Efciency

    Additional Design Considerations Membrane Bioreactors . . . . . . . . . . . . . . 106

    Sstem Components

    Technolog

    Fit

    Efciency

    Additional Design Considerations

    Additional Resources . . . . . . . . . . . . . . . 114

    FUTURE RESEARCH . . . . . . . . . . . . . . . . . . . 115

    GLOSSARy . . . . . . . . . . . . . . . . . . . . . . . . 119

    BIBLIOGRAPHy. . . . . . . . . . . . . . . . . . . . . . 122

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    Toward Net Zero WaterPage 4

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    Toward Net Zero Water Page 1

    executive summAryToward Net Zero Water is a best management practices manual on decentralized strategies for water

    suppl, on-site treatment and reuse. It was conceived through an etensive literature review on the topicsof site and district-scale water sstems with a focus on best-in-class eamples from around the globe.

    This manual is intended to assist developers and regulators of water sstems to better understand these

    strategies and how the might be applied in American cities.

    NorthAmericancommunitiesfacesignicantwater-relatedchallenges.Growingurbanpopulations

    demand epanded water and wastewater services, while aging water suppl and wastewater treatment

    infrastructure, most of which was designed and built in the late 19th and earl 20th centuries, approaches

    end-of-life or is in need of major overhaul. This growing crisis is further eacerbated b unsustainable

    water use patterns. Ever da, we use potable water within our buildings for non-potable functions such

    aswashingclothesorushingtoilets,allwithlittleornoattemptatreuse.Further,alterationsinlocaland

    global climate patterns pose additional risks to the health and resilience of our water sstems.

    In recent ears, the green building movement has made strides to change the wa people view water

    resources, raising awareness and increasing implementation of water conservation techniques. Despite

    this progress, green buildings have not come far enough, fast enough to address the challenges that face

    our cities water infrastructure. A widespread adoption of more integrated sstems that include suppl,

    treatment and reuse of water at the building and neighborhood scale is an important strateg for increasing

    the resilienc of our water sstems.

    The incorporation of decentralized strategies for water suppl, on-site treatment and reuse requires a

    major shift in the mindset of how buildings are conceived, designed, regulated, built and operated. Insight

    into the current conditions of our water sstems and their associated environmental, social and economic

    risks provides the background and contet for wh this is a necessar shift. Movement toward a soft

    path for water management through decentralized and distributed-scaled sstems offer alternatives for

    communities willing and/or forced to re-think their path forward.

    BEST MANAGEMENT PRACTICES FOR DECENTRALIZED WATER SySTEMS

    Best management practices (BMPs) for net zero water buildings emphasize closed-loop sstems, ultra-efcientmeasurestoreducesystemdemands,small-scalemanagementsystems,t-for-purposewater

    use and diverse, locall appropriate infrastructure. Establishing a water balance (a numerical account of

    how much water enters and leaves the boundaries of a project) is a critical step in understanding water

    owson-site.Themostsuccessfuldesignstrategiesarethosethatnotonlyseekequalitybetweenwater

    supplyvolumeandbuildingdemand,butalsoaddresslongtermnancialandpublichealthrisksand

    provide educational opportunities for building occupants.

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    Toward Net Zero WaterPage 2

    This report contains an overview of best practices for decentralized and distributed water strategies

    organized b the following subjects:

    Rainwater harvesting, including strategies for potable and non-potable uses

    Grewater reclamation and reuse

    On-site wastewater treatment and reuse, including composting toilets

    Best practices for the design and implementation of on-site stormwater management sstems and for

    improvingxtureefcienciesarenotincludedinthescopeofthisreport,thoughareimportantaspectsto

    achieving net zero water goals.

    Each BMP chapter describes major sstem components, how the sstems work and background on

    appropriatescaleandefciency.Additionaldesignconsiderationsaresuggestedforsystemsizing,location

    and integration with other building sstems. Case studies of innovative projects from around the globe are

    highlighted in each chapter. The additional resources section located at the end of the chapter describes

    wheretondmorein-depthinformationandtechnicaldetailsondecentralizedBMPs.

    FURTHER RESEARCH

    The amount of research and literature available on alternative water sstems is staggering. However, more

    comprehensive information and design guidance is needed on balancing available on-site water supplies,

    including rainwater and reccled water, with occupant demand. More on-the-ground demonstration

    projects also are needed to showcase BMPs and inform future net zero water efforts. Additional research

    is needed in the following areas to support and empower the net generation of innovative water projects:

    Broader evaluation of public health and safet risks

    Lifeccle assessment investigating the environmental impacts associated with various strategies

    Chlorine disinfection for treatment of on-site rainwater harvesting sstems

    Climate change and resilienc of fresh water supplies

    Occupant behavior related to water use in buildings

    Presence of pharmaceuticals and other chemicals found in water supplies

    Increasing water demands for urban agriculture

    An etensive bibliograph of sources uncovered during the literature review is located at the end of the

    report and provides a list of references for further research.

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    Toward Net Zero WaterPage 2

    introduction

    Good, qualit water is a diminishing resource. There is growing consensus that the water

    crisisacceleratedbypollution,inefcientuseandclimatechangewillsoondwarf

    theenergycrisisinsignicanceandseverity.1 Alread, more than 900 million people on

    this planet do not have access to safe drinking water, and 2.6 billion are not using safe

    sanitation practices.2 As a species, we must generate a health relationship with water if

    we want to survive and protect the biodiversit of the planet. Implementation of sustainable

    water use will require the combined efforts of regulators, designers and users. This

    document is intended to help regulators and designers of urban sstems understand bestpractices for creating water sstems that allow building occupants to reduce the impacts of

    their use.

    CURRENT CHALLENGES AND OPPORTUNITIES: WATER AND WASTE

    Of all the Earths water, 97.5 percent is salt and 2.5 percent is fresh water. Of that fresh

    water, onl 1 percent (.007 percent of the total water) is readil accessible for human use.

    Sevent percent of the worlds water is used for agriculture, 22 percent for industr and 8

    percent for domestic use. In high-income countries like the United States, approimatel

    30 percent of our fresh water is used for agriculture, 59 percent for industr and 11 percent

    1 Furumai, H. Rainwater and reclaimed wastewater for sustainable urban water use. Phsics andChemistr of the Earth, Parts A/B/C, 2008.

    2 Corcoran, E., C. Nellemann, E. Baker, R. Bos, D. Osborn, H. Savelli (eds). 2010. Sick Water? The centralrole of wastewater management in sustainable development. A Rapid Response Assessment. UnitedNations Environment Programme, UN-HABITAT, GRID-Arendal.

    Infact,asaspeciesweareapproximately65percentwateritdenesand

    shapesusineverywayimaginable,physicallyandspiritually,fromourrstfew

    months in the womb, when we are literall enveloped b it, to life outside the

    womb, where we need to be constantl replenished with eight to ten cups of clean

    water each da to survive.

    Jason F. McLennan, CEO, Cascadia Green Building Council

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    Introduction Page 3

    for domestic use.3 Clearl, reducing demand from the agricultural and industrial sector

    should be prioritized for addressing the world water crisis. However, urban water issues

    willcontinuetobesignicantinanincreasinglyurbanworld.Asof2009andfortherst

    time in histor, more humans live in cities than outside cities. We are an increasingl urban

    species, and our water sstems are ever more important as a result.

    Here in the United States, we have enjoed a half-centur of nearl universal access to

    abundant supplies of potable water. But serious and sustained droughts in the south and

    longbitterghtsoverwaterrightsinthewestindicatethisprivilegeisending.Future

    population growth will eert more demand on water sstems while climate change is

    predictedtodecreaseavailablesupplies.Recently,aGovernmentAccountabilityOfce

    (GAO) surve found that water managers in 36 states anticipate water shortages b 2020.

    These challenges will require a more sustainable approach to using water resources,

    looking at not onl how much water is used but also the qualit of water needed for each

    use.4

    3 Ten Things You Should Know About Water. Circle of Blue WaterNews. N.p., October 2010.

    4 Kloss, Christopher, Managing Wet Weather with Green Infrastructure: Rainwater Harvesting Policies:US EPA, 2008.

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    Toward Net Zero WaterPage 4

    57%

    33%

    10%

    FIGURE I-3. TyPICAL DAILy WATER USE FOR HOTELS

    Source: Kloss, Christopher. Managing Wet Weather with Green Infrastructure: Rainwater Harvesting Policies: US EPA, 2008.

    While potable water is used almost eclusivel for domestic uses, Figure I-1 shows

    approimatel 80 percent of demand for a tpical residential building does not require

    potable water. Similar trends eist for commercial water use. Figures I-2 and I-3 provide

    eamples of dail commercial water usage.

    FIGURE I-1. TyPICAL DOMESTIC DAILy PER CAPITA WATER USE

    Potable Indoor Dail Uses:Showers 11.6 gal.Dishwashers 1.0 gal.Baths 1.2 gal.Faucets 10.9 gal.Other uses, leaks 11.1 gal.

    Non-Potable Indoor Dail Uses:Clothes washers 15.0 gal.Toilets 18.5 gal.

    58%

    21.7%

    20.3%

    14%

    48%

    38%

    FIGURE I-2. TyPICAL DAILy WATER USE FOR OFFICE BUILDINGS

    Potable indoor uses

    Non-potable indoor uses

    Outdoor uses

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    Image:Island

    Wood

    Students learn about on-site wastewater treatment at IslandWoods Living Machine.

    Introduction Page 5

    Potablewaterisoftenutilizedforpurposesthatcouldbesatisedwithlower-quality

    water,suchastoiletushing,irrigationandlaundry.Statisticsalsoshowthatthevast

    majorit of water is used in a one-time, pass-through manner with little attempt at reuse.

    Our centralized, big-pipe infrastructure relies on an industrial model of specialization

    and economies of scale.5 Though designed and managed primaril to protect the public

    frompathogensandoods,thesecentralizedsystemsaretypicallyresourceandenergyintensive in their transport and treatment of water and pose serious social, environmental

    and economic risks for urban American communities. Further, these sstems are riddled

    withinefcienciesduetotheageandpoormaintenanceofourcitieswaterinfrastructure,

    andtheirverydesigncancreateanimbalanceinwaterandnutrientowsthatdistort

    hdrological and ecological regimes. According to the 2009 American Societ of Civil

    Engineers Report Card, our nations water and wastewater infrastructure scored a D- with

    over$255billionneededtofundupgradestothesesystemsoverthenextveyears.

    In this time of growing water crisis, it is critical that we re-imagine our water sstems

    in which more environmentall, sociall and economicall responsible sstem design

    andoperationisconsideredalongwithpublichealthbenets.Reviewofdecentralized

    infrastructure with smaller-scale integrated sstems that incorporate rainwater capture,

    t-for-useon-sitetreatmentandwaterre-useisalogicalstartingpointforthisre-

    imagination. These sstems are the subject of this report, which addresses best practices

    for their implementation within U.S. cities that allow or are open to allowing the inclusion of

    distributed sstems within the water solution for future sustainabilit.

    5 Nelson, Valerie. New Approaches in Decentralized Water Infrastructure. Decentralized WaterInfrastructure, 2008

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    Toward Net Zero WaterPage 6

    references

    Corcoran, E., C. Nellemann, E. Baker, R. Bos, D. Osborn, H. Savelli (eds). 2010. Sick Water?

    The central role of wastewater management in sustainable development. A Rapid ResponseAssessment. United Nations Environment Programme, UN-HABITAT, GRID-Arendal. www.

    grida.no.

    Furumai, H. Rainwater and reclaimed wastewater for sustainable urban water use.

    Phsics and Chemistr of the Earth, Parts A/B/C (2008): 340-346.

    Kloss, Christopher, Managing Wet Weather with Green Infrastructure: Rainwater

    Harvesting Policies: US EPA, 2008.

    Nelson, Valerie. New Approaches in Decentralized Water Infrastructure. Decentralized

    Water Infrastructure. (2008): 1-79.

    Ten Things you Should Know About Water. Circle of Blue WaterNews. N.p., October 2010.

    Web. October 2010. (www.circleofblue.org).

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    8

    11

    17

    20

    SECTIONS

    Histor of Centralized Water Sstems

    Current Conditions: Environmental, Social & Economic Risks

    Moving Forward: A Vision for Net Zero Water

    Current Barriers to Net Zero Water

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    Toward Net Zero WaterPage 8

    History of centrAlized wAter systems

    B the mid to late 18th centur, most large U.S. municipalities installed underground fresh

    water conveance sstems. Basic stormwater sstems were installed at the end of the 18th

    centur, and b the middle of the 19th centur, centralized water-carriage sewer sstems

    became the standard over priv vault-cesspool sstems.

    The water-carriage sstem solved some problems and created others, especiall in more

    densel populated communities. Man cit residents accepted the sanitation problems

    and foul odor as an unavoidable part of urban life.6 Open sewers lined the streets and

    households cast their biological waste products into the streets below. Cit boosters,

    wishing to clean up the urban image and attract both residents and industries, advocated

    for centralized waste management and sewer sstems.

    Opponents to centralized waste management and sewers argued that a source of fertilizer

    would be lost, soil and water supplies would be polluted at the sstem outfalls and that

    modern sewer sstems would create and concentrate disease-bearing sewer gas.7

    The debate over the design of centralized sstems was split between the argument for

    combined sewer sstems versus separated sewer sstems. The combined sewer sstems

    used a single pipe to transport both stormwater and wastewater to a designated disposal

    location, as opposed to the separated sewer sstems, which required laing two pipes.

    Man cities installed combined sstems because the were less epensive to build.

    6 Burrian, Steven J., Stephan Ni, Robert E. Pitt, and S. Rock Durrans. Urban WastewaterManagement in the United States: Past, Present, and Future. Journal of Urban Technolog. 7.3, 2000.

    7 Ibid.

    context And bAckground

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    Contet and Background Page 9

    It wasnt until late in the 19th centur that the relationship between wastewater and

    diseasetransmissionbecamewellunderstood.Waterltrationbecamemorecommonas

    studiesdemonstratedthatsandltrationprocessescouldhelplowertheinfectionrate

    of waterborne illnesses such as cholera and tphoid. Using chlorine to disinfect drinking

    water became prevalent in the earl 1900s. Treatment of wastewater utilizing tanks and

    chemicalreactionstolter,settleandbindcontaminantsfoundinwastewaterbecamemore common b 1910-1920. Dewatering techniques were also developed, successfull

    producing a b-product sold as fertilizer. As sstems developed in the 20th centur, the

    unpredictableowrateofcombinedsewersystemsmadeseparatedsewersystemsthe

    preferred choice for treatment plants. Man cities ended up with compound sstems

    that included a combined sewer sstem in some districts and a separated sewer sstem in

    newer districts. This is the legac of our urban water sstems.

    Wastewater treatment became widespread

    after the introduction of federal funding

    with the Water Pollution Control Act of

    1948. The WPC Act provided planning,

    technicalservices,researchandnancial

    assistance b the federal government to

    state and local governments for sanitar

    infrastructure. The WPC Act was amended

    in 1965, establishing uniform water qualit

    standards and creating the Federal Water

    Pollution Control Administration authorized

    to set standards where states failed to do

    so. In 1970 the Environmental Protection

    Agenc (EPA) was created.

    In 1972, the Clean Water Act was passed

    to limit pollution of freshwater sources.

    In 1974, the Safe Drinking Water Act

    was adopted to regulate public water

    systems.Itspeciedwhichcontaminants

    must be closel monitored and reportedto residents should those contaminants

    eceed maimum allowable levels. Since

    the 1970s, federal, state and municipal

    governments have closel monitored

    American drinking water sstems. For1885ScienticAmericanMagazinefeaturingalargeinfrastructureprojectin New york Cit.

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    Toward Net Zero WaterPage 10

    decades federal funding for water suppl and sanitation was provided through grants to

    local governments. After 1987, the sstem was changed to loans through revolving funds

    that have favored big-pipe infrastructure.

    Increased water qualit standards and regulation, coupled with advancements in water

    treatment and deliver and wastewater disposal sstems, have dramaticall improved

    human health in American cities. These sstems have also altered human settlement

    patterns b allowing communities to grow beond the carring capacit of their local

    eco-sstems as water-on-demand and waste-be-gone sstems became standard.

    Thesesystemshaverequiredlargeenergyandnancialinputstomanufacture,installand

    operate.Now,thisaginginfrastructureisanancialburdenformunicipalities.

    Cities across America must face big decisions about how the will continue to meet the

    water and wastewater needs of their growing communities while continuing to protect

    public health. The business-as-usual approach is to rebuild and epand the eisting

    sstems without considering alternative solutions. In evaluating alternatives, it isimportant to understand the associated environmental, social and economic risks of each

    option. As communities risk bankruptc in order to maintain aging infrastructure, prudent

    consideration of decentralized and distributed sstems is crucial to help address the

    nancialresiliencyofourcommunities.

    Centralized water treatment facilit.

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    Contet and Background Page 11

    current conditions: environmentAl, sociAl &economic risks

    Centralized water collection and treatment sstems have greatl improved overall public

    healthbyprovidingaccesstoafresh,cleanwatersupply.Despitethesebenets,thescales

    andmethodsatwhichthesesystemscurrentlyoperateposesignicantenvironmental,

    socialandnancialrisks.

    ENVIRONMENTALdp aa h h h ah

    The ecological impacts of large dams and water treatment projects have become a growing

    environmentalconcern.Disruptingthenaturalowofrivers,streamsandgroundwater

    percolation have far-reaching effects on a watersheds ecological health. At its healthiest,

    a freshwater sstem maintains a state of dnamic equilibrium, ielding crucial ecological

    servicesbyprovidinghabitat,barrierstotoxins,nutrienttransportationandlter

    functions.8 To maintain this equilibrium, mechanisms allow the ecosstem to control

    eternal stresses or disturbances within a certain range of responses thereb maintaining

    a self-sustaining condition.9 Big pipe sstems quickl move large volumes of water from

    one watershed to another. This movement can cause the groundwater table to drop at the

    source, creating a sstem imbalance. The disruption of a watersheds equilibrium can

    consequentl cause high nutrient and pollutant concentrations in areas previousl devoid

    of such contaminants, compromising the qualit of the ecological services these sstems

    provide.10 Large water infrastructure projects strain the resilience of these comple

    watershed sstems, making this ver precious resource vulnerable.

    P a a

    Most sewer sstems were designed as Combined Sewer Sstems, where wastewater and

    stormwaterowintoonepipeontheirwaytobetreated.Itistypicalforsewersystemsto

    bedesignedforpeakowloadssothateventhelargeststormwatereventcanbetreated

    throughthesystem.However,manyoldercombinedsewersystemsaresubjecttoows

    abovetheircapacityduringheavyrains.TheuseofaCombinedSystemOverow(CSO)was

    an economical wa to prevent sewage backups into homes and businesses b releasing

    overowwastewaterandstormwaterintoadjacentbodiesofwater.11 The CSO is an obvious

    8 Federal Interagenc Stream Restoration Working Group (FISRWG) Stream Corridor Restoration;Principles, Processes and Practices. Washington, D.C.: FISRWG, 1998.

    9 Ibid.

    10 PacicStatesMarineFisheriesCommissionandtheOregonFisheriesCongress,WhenSalmonAreDammed., 04 Apr 1997. Web. 7 Sep 2010.

    11 KingCounty.CombinedSewerOverow(CSO).PublicHealth-Seattle&KingCounty.KingCounty,03 Feb 2010. Web. 8 Sep 2010.

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    Toward Net Zero WaterPage 12

    danger to the health of our waterwas. Due to the rigid infrastructure of the big pipe

    system,itisdifculttorespondtotheseuctuationsandconcentrationsofcontaminants.12

    The big pipe sstem leaves little room for quick, economical upgrades, as the

    infrastructure is a long A to B treatment sstem. With this in mind, change in capacit

    over long periods of time can prove problematic. As Rose George eplains in The Big

    Necessity, Wet weather discharge is normal. Its how the sstem works, whether people

    know it or not. Sewer designers calculate their sstem capacit to cope with storms and

    oods.NewYorkssewers,builtindrier,lessgloballywarmedtimes,werebuilttocome

    with a maimum of 1.75 inches of rain falling in an hour. But times and the weather have

    changed. As we continue to see shifts in rainfall and snowmelt due to climate change,

    our sewer sstems capacit to handle increasing loads will be both an environmental and

    economic concern.

    Hh a, a a aa

    According to the US Environmental Protection Agenc (EPA), approimatel 3 percent of ournational energ consumption is used solel for the purpose of providing safe drinking water

    and sanitation services. In California, water-related energ use consumes 19 percent of the

    states electricit, 30 percent of its natural gas and 88 billion gallons of diesel fuel ever

    ear and this demand is growing.13

    Currentl the average person living in the United States uses between 65 to 78 gallons

    ofwaterperdayfordrinking,cooking,bathing,ushingandyardwatering.14 Though the

    need for conservation in our water habits is inarguabl a concern, the means b which we

    transport our water in urban areas from suppl sources and to remote treatment facilities

    is in need of equal attention. The big pipe sstem has created an etensive network of pipes,

    pumps and tanks to accommodate this transportation, all of which need to be maintained.

    Overtime,cracksturntoleaksthat,duetothesizeoftheselargesystems,canbedifcult

    to locate and repair. The United States suffers about 240,000 water main breaks annuall

    and the countr loses approimatel 6 billion gallons a da enough water to suppl the

    entire state of California.15 This constant need for maintenance leads to increased water

    waste as well as the potential for groundwater and surface water contamination.

    12 Slaughter, S. Improving the Sustainabilit of Water Treatment Sstems: Opportunities for Innovation.Solutions. 1.3 2010.

    13 California Energ Commission, Californias Water Energ Relationship: Final Staff Report, 2005.

    14 PacicInstitute,WaterFactSheetLooksatThreats,Trends,Solutions.,2008.

    15 Urban Land Institute, Infrastructure 2010: Investment Imperative. Urban Land Institute, 2010.

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    Toward Net Zero WaterPage 14

    protection, operator training, funding for water sstem improvements and public

    information requirements, ensuring better water qualit.

    Contaminants become regulated when the occur in the drinking water suppl and are

    considered a threat to public health. There are four tpes of known contaminants that are

    tested for which can be broken down into four groups: Microbial Pathogens, Organics,

    Inorganics and Radioactive Elements.

    Though much has been done to prevent risks of contaminants entering our drinking water,the size and age of our water infrastructure makes the risk of alternate point contamination

    difculttoassess.Inaddition,investigationsconductedinthelastveyearssuggestthata

    substantial proportion of waterborne disease outbreaks, both microbial and chemical, are

    attributable to problems within distribution sstems.

    In an effort to improve water qualit deliver, the National Academies Water Science

    andTechnologiesBoardhasidentiedwaystoassesstherisksassociatedwiththe

    contamination of a large water distribution sstem. These methods include the utilization

    of pathogen occurrence data, the surveillance of waterborne disease outbreak, and the

    eecution of an epidemiolog stud that isolates the distribution sstem component.

    Increased consumption of pharmaceuticals and hormones has led to the presence of

    these chemicals in our water stream. In 2008, the American Associated Press investigated

    thelevelsofpharmaceuticalsindrinkingwater,ndingthatover46millionAmericans

    consume water that tested positive for trace pharmaceuticals. The effects of these trace

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    Contet and Background Page 15

    pharmaceuticals are not et known as water qualit standards do not currentl test for

    them. Research conducted in Europe b poisons epert and biologist Francesco Pomati is

    preliminar but warrants further investigation. Pomati eposed developing human kidne

    cells to a water miture containing 13 drugs that mimicked the levels in Italian rivers. He

    found that cellular growth was slowed b up to one-third the speed of uneposed cells.19

    Testing for the presence of pharmaceuticals and more research on the effects of thesemitures is needed.

    Hah aaph a

    Major catastrophe or malfunction of a big pipe sstem leaves its service population

    vulnerable to contamination or without access to potable water. In 1975 a valve failure

    combinedwithheavyrainscontributedtorisingoodwatersinTrentonandHamilton

    townships in New Jerse, leaving residents with a shortage of water for ten das. Though

    heav rains were present, the culprit of the shortage was a simple mechanical failure.

    Hurricane Katrinas disastrous legac in New Orleans was accelerated due to thecatastrophic failure of the levee sstem. This severe storm also affected a number of

    water sstems in cities across the region. The EPA estimated that more than 1,200 drinking

    water facilities and 200 wastewater treatment facilities were affected.20Foroodedareas,

    sewage treatment is one of the last services to get back on line, as these plants often eist

    in the lowest ling areas. The big pipe sstem offers large solutions to a large population

    but when failure occurs, it is time consuming for the sstem to become operational. A one-

    point source of treatment also offers one point for concentrated contamination in the event

    of a catastrophe.

    eq

    Waterinfrastructurethatissizedtoaccommodateowcapacitiesprojected20-30years

    into the future is costl to a communit. As discussed in the economic section of this

    chapter, these high initial costs ma result in a disparit in water qualit depending on a

    recipients proimit to the centralized sstem. This disparit could affect the qualit of

    communit planning and negativel impact development choices.

    d a /a a

    The big pipe paradigm moves our water from tap to treatment to tap again with little

    user knowledge of what happens in between. The instant deliver of clean water is aconvenience that we take for granted. This convenience also disconnects us from an

    19 Donn, Jeff, PHARMAWATER-RESEARCH: Research shows pharmaceuticals in water could impacthuman cells, Associated Press, n.d. Web. 7 Sep 2010.

    20 Copeland, C. Hurricane-Damaged Drinking Water and Wastewater Facilities: Impacts, Needs, andResponse, Congressional Research Service, Librar of Congress, 2005.

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    Toward Net Zero WaterPage 16

    understanding of our watershed sstem and

    where our water comes from, also affecting

    our understanding about how to best care of

    this resource.

    ECONOMICcapa paa

    The nature of the big pipe paradigm

    necessitates large amounts of

    infrastructure, which requires increased

    maintenance as the sstem ages. Population

    growth places additional strain on older

    sstems, with increased densit demanding

    increased infrastructure in urban andrural areas. According to John Crittenden

    of Georgia Tech Universits Brook Bers

    Institute for Sustainable Sstems, We

    epect in the net 35 ears to double the urban infrastructure, and it took us 5,000 ears

    to get to this point. So we better do that right. We better have a good blueprint for this as

    we move to the future, so that we can use less energ, use less materials, to maintain the

    life that we have become used to.21 The man costs of this increase in infrastructure and

    maintenancearebeingconsideredbytheEPA,theGovernmentAccountabilityOfce,the

    Water Infrastructure Network and others as the project a wastewater funding gap of $350billion to $500 billion over the net 20 ears.

    c a

    If the average person living in the United States uses between 65 to 78 gallons per da,

    29percentofthishigh-qualitywaterisusedforushingtoilets.22 This means that on a

    dailybasis,everyAmericanushesapproximately19gallonsofpotablewaterdownthe

    drain. The big pipe sstem is designed to combine all grades of water and to treat it to the

    same level regardless of how it will be used. This wa of piping water creates ecessive

    waste with economic consequences. With the operational costs for treatment to potable

    21 IEEESpectrumPodcasts.DecentralizedWaterTreatmentismoreefcient,exibleandresilient.Web. 7 Sep 2010.

    22 Urban Land Institute, Infrastructure 2010: Investment Imperative. Urban Land Institute, 2010.

    Up to 80 percent of sstem costs can be attributed to collection and conveance ofwater.

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    Contet and Background Page 17

    standards being on average $2 per 1,000 gallons, both consumers and producers could be

    spending much less b reducing potable water demands. 23

    iq & p

    High initial costs of big pipe sstems take into consideration the future capacit of the

    treatment facilit. Communities that do not have the resources to cover these initial

    epenses ma opt to connect onl certain portions of their communit to centralized water,

    leaving parts of the population without access to the same standard of clean water. In

    addition, the total cost of big pipe sstems ma not be full realized in some areas where

    local water is scarce, such as the desert southwest. This misrepresentation of the actual

    costofprovidingwatertotheseremoteareascangivetheillusionofabundanceofanite

    resource.

    moving forwArd: A vision for net zero wAter

    The gap between projected demand and funding for drinking water infrastructure has been

    estimated b the U.S. EPA to be as much as $267 billion over the 20-ear span between

    2000 and 2020. The situation for wastewater infrastructure is similar and Congress is not

    expectedtollthisgap.24

    In April 1997, the U.S. EPA concluded that decentralized sstems can protect public

    health and the environment, tpicall have lower capital and maintenance costs for rural

    communities, are appropriate for varing site conditions and are suitable for ecologicall

    sensitive areas when adequatel managed.25

    Decentralized infrastructure could be second onl to improved agricultural use in

    addressingthenationswatersustainabilitychallenges,butchangecanbedifcult.Many

    forms of decentralized sstems have long proved to be effective for improving water (and

    energ) sstem performance, but recognition of this potential has been slow to gain ground.

    Distributed sstems operate at the margins of engineering practice, and construction of

    big-pipe infrastructure continues.26

    23 US EPA. Funding Decentralized Wastewater Sstems Using the Clean Water State Revolving Fund.Washington, DC: US EPA, June 1999.

    24 Etnier, Carl, Richard Pinkham, Ron Crites, D. Scott Johnstone, Mar Clark, Am Macrellis, OvercomingBarriers to Evaluation and Use of Decentralized Wastewater Technologies and Management. London: IWAPublishing, 2007.

    25 US EPA, Decentralized Wastewater Treatment Sstems: A Program Strateg. Cincinnati: U.S. EPAPublications Clearinghouse, 2005.

    26 Nelson, Valerie. New Approaches in Decentralized Water Infrastructure. Decentralized WaterInfrastructure. 2008.

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    Toward Net Zero WaterPage 18

    Urban water and waste sstems management has been driven b technological, end-of-

    pipe problem solving. The current dominant paradigm has evolved in a stepwise fashion,

    andthelongevityandinvestmentnancial,structuralandsocialintothesesystems

    has locked man communities into an approach with rapidl diminishing returns. The

    compleit of challenges and dnamic nature of modern cities requires an integrated

    approach that supports adaptabilit and innovation. Movement toward a soft path forwater management with decentralized and integrated technical sstems and distributed

    andexiblemechanismsofcoordinationandcontroloffersawayforwardformany

    communities willing or forced to challenge their status quo.

    THE WATER PETAL OF THE LIVING BUILDING CHALLENGEThe soft path for water management emphasizes closed-loop

    systems,ultra-efcientmeasurestoreducedemand,small-scaled

    managementsystems,t-for-purposewateruseanddiverse,locally

    appropriate and commonl decentralized infrastructure.27

    ThispathwayisreectedintheintentoftheLivingBuildingChallengev2.0sWaterPetal:

    TheintentoftheWaterPetalistorealignhowpeopleusewaterandredenewaste

    in the built environment, so that water is respected as a precious resource. Scarcit

    of potable water is quickl becoming a serious issue as man countries around the

    world face severe shortages and compromised water qualit. Even regions that have

    avoided the majorit of these problems to date due to a historical presence of abundant

    fresh water are at risk: the impacts of climate change, highl unsustainable water use

    patterns,andthecontinueddrawdownofmajoraquifersportentsignicantproblems

    ahead.

    The Living Building Challenge Water Petal includes two imperatives. The primar focus of

    this report is on meeting the demands of the Net Zero Water Imperative:

    One hundred percent of occupants water use must come from captured precipitation

    or closed-loop water sstems that account for downstream ecosstem impacts and

    thatareappropriatelypuriedwithouttheuseofchemicals.

    This prerequisite requires water sstems to be primaril closed-loop, recirculating water

    back to its source for eventual re-draw. This report includes best management practicesand technologies for catchment and use of rainwater, on-site reuse of grewater and on-

    site treatment of sewage or blackwater. Case studies provide real-world eamples of how

    these distributed sstems have been designed and implemented.

    27 Chanan, A., J. Kandasam, S. Vigneswaran, and D. Sharma. A Gradualist Approach to AddressAustralias Urban Water Challenge. Desalination. 249.3. 2009.

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    Contet and Background Page 19

    The second imperative under the Living Building Challenge Water Petal focuses on

    Ecological Water Flow:

    One hundred percent of storm water and building water discharge must be managed

    on-site to feed the projects internal water demands or released onto adjacent sites

    formanagementthroughacceptablenaturaltime-scalesurfaceow,groundwater

    recharge, agricultural use or adjacent building needs.

    This report addresses on-site wastewater treatment but does not provide best

    managementpracticesspecictothedesignandimplementationofstormwatersystems.It

    alsodoesnotprovideguidanceforimprovingxtureefciencyorinstitutingotherdemand

    management strategies such as real cost pricing or public education. Other topics not

    discussed here but ver relevant to the success of these projects include the creation of

    regulator environments that allow and incentivize such sstems, and the implementation

    of strategies that ensure proper long-term sstem operation.

    TheOmegaCenterforSustainableLivinginRhinebeck,NewYork,isoneoftherstprojectscertiedundertheLivingBuildingChallenge.Theprojectisawastewaterltrationfacilitydesignedtoreusetreatedwaterforirrigationandserveasateachingtool for campus educational programs. Image: Farshid Assassi courtes of BNIM Architects

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    Toward Net Zero WaterPage 20

    TOWARD GREATER EMBRACE OF DECENTRALIZED SySTEMSIn her 2008 article New Approaches in Decentralized Water Infrastructure, Valerie

    Nelson offers three steps toward greater embrace of decentralized water sstems:

    1. Incorporation of water concerns into the green building movement and funding of

    communit demonstration projects.

    2. Support for a multi-faceted conversation about sustainable water infrastructure

    with public bureaucrats and managers, sstem designers, entrepreneurs, activists

    and the public.

    3. Serious restructuring of water institutions and policies, including an integration

    ofplanning,funding,andregulationsacrossthecurrentlysegmentedeldsof

    water, stormwater and wastewater; an epanded role for the private sector in

    technologydevelopment,systemsmanagementandnance;acloserlinkbetween

    professional practice and communit participation; and careful management andstimulus of continuous innovation and reform.

    Nelsonsapproachrequirestheremovalofsignicantregulatory,nancialandcultural

    barriers to decentralized sstems.

    current bArriers to net zero wAter

    A variet of challenges eist for net zero water projects that seek to use best practices

    around water conservation, rainwater harvesting, grewater and blackwater reuse indistributed and on-site sstems.

    REGULATORy BARRIERSThe compleit of navigating the regulator sstem around such sstems at the local,

    state and national levels presents the largest obstacle for project teams seeking approval

    for net zero water projects. Currentl, water is regulated across multiple jurisdictions

    and agencies: plumbing codes enforced b local or state building departments; local and

    state public health agencies regulating water suppl and waste treatment; departments

    of environmental qualit and protection regulating stormwater management, reclaimedwater, and on-site wastewater treatment; and wetland and shoreline protection that ma

    involve approvals from local, state and national agencies such as the Corps of Engineers.

    Some states such as Colorado have water rights laws governing rainwater harvesting,

    whileotherssuchasCaliforniaandArizonahaveprovisionsspecictogreywaterreuseor

    water-efcientxturesandappliances.

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    Contet and Background Page 21

    Regulator barriers to net zero water projects stem from the current bias for centralized

    water suppl and wastewater treatment and the associated lack of an authoritative bod

    with appropriate powers to operate, manage and regulate decentralized approaches.

    Particularl in urban and suburban areas where development codes and public health

    regulations require connections to public utilities, small-scale decentralized sstems

    frequentlylackanyclearlydenedregulatorypathwaysforapprovalsandinsteadrelyonindividualprojectteamswiththewillornancialmeanstonavigatetheregulatory

    sstem. Often, the regulations that do eist at the local, state and national levels overlap

    orconictwitheachother,andsometimestherearegapswherenoregulatoryprovisions

    are currentl in place. Project teams are tasked with a length or costl variance process to

    seek approvals for net zero water strategies, costs that are rarel recoverable to a project

    team.Furthermore,case-by-caseapprovalsareseldomdocumentedforthebenetof

    future projects or to guide future code updates.

    Often overlooked are the code and regulator barriers that eist in local land use and

    development codes and in covenants, conditions and restrictions (CCR) declarations of

    communit associations. For instance, cisterns for rainwater collection sstems can

    conictwithsetbackandheightrestrictionsprohibitingtheiruseforretrotapplications

    thattendtowardabove-groundstorage.Likewise,landscapingrequirementscanconict

    with low-impact development strategies. Such was the case in a communit in Marland

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    Toward Net Zero WaterPage 22

    where disconnecting downspouts and creating rain gardens to manage stormwater on-site

    wasinconictwithregulationsthatrequiredmowingoftheraingardensiftheyexceeda

    certainheightlimitationtoavoidmunicipalnesandpenalties.28 Other eamples include

    development codes that require connections to municipal utilities as a condition of building

    permit issuance, and neighborhood-scale water sstems that cross site boundaries or

    public right of was that are often not supported b an codes.

    Man regulator agencies are responding to net zero water strategies, though often in

    disjointed and incremental was. For eample, the International Association of Plumbing

    andMechanicalOfcials(IAPMO)theagencyresponsibleforthedevelopmentofthe

    Uniform Plumbing and Mechanical Codes has released a green supplement outlining

    voluntaryprovisionsforwaterefciencyandwaterreusestrategiesthatjurisdictionscan

    adopt. Additionall, local and state jurisdictions are beginning to open up legal pathwas

    for using grewater and rainwater for non-potable uses. But despite these and other

    efforts, regulator resistance persists against on-site potable water sources other than

    wells, reuse of water for purposes other than subsurface irrigation, non-proprietar on-

    sitetreatmenttechnologiessuchasconstructedwetlandsandwaterlessxturessuchas

    composting toilets.

    In order to create support for net zero water projects, a major shift from our current

    regulator framework is necessar. A more holistic approach to regulating water and waste

    is needed at all agenc levels in order to support innovative projects and drive future policies.

    Muchlikethe1995EnergyPolicyActthatmandatedmaximumowratesforplumbing

    xtures,morestringentnationalstandardsareneededtocurbwastefulwaterusebehaviors.

    State and local building codes, land use codes and development standards must align tocomprehensivel address on-site water suppl, use, reuse and treatment practices with

    clearlydenedrolesandresponsibilitiesforpermitting,operationsandmaintenanceofthese

    sstems. Most importantl, water regulations established to protect risks to public health

    will need to be assessed and updated to full account for current environmental, social and

    economic risks related to centralized water sstems, creating new standards in support of

    more integrated water sstems at the site and neighborhood scales.

    FINANCIAL BARRIERS

    Net zero water projects rel upon on-site or distributed sstems for water suppl andtreatment otherwise managed at the municipal level b publicl-owned utilities. As such,

    the cost burden for suppl and treatment sstems as well as their ongoing operation,

    maintenance and replacement needs are shifted from the utilit to the individual project

    28 Eisenberg, David, Sonja Persram. Code, Regulator and Sstemic Barriers Affecting Living BuildingProjects, Seattle: Cascadia Green Building Council, 2009.

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    Contet and Background Page 23

    owner.Whilethiscancreatenancialbarriersforprojectowners,uniqueopportunitiesexist

    for utilities to develop fee structures and incentives to support the transfer of capital cost,

    epense and revenues to offset an owners upfront investment in on-site water sstems. 29

    A project owners upfront investments in rainwater harvesting sstems, water-conserving

    xtures,dualplumbingforwaterreuse,andon-sitetreatmentsystemscancreate

    burdensomenancialbarriers.Evenwhenlifecyclecostsaretakenintoaccount,

    articiallylowutilityratesforwaterandwastewaterservicestranslatetolongpayback

    periods, since not all utilities use full cost pricing to establish rates for water and

    wastewater services.

    Full cost pricing factors into account all costs past and future, operations, maintenance

    and capital costs into utilit prices and can encourage conservation and reuse strategies

    emploed b net zero water projects. Utilities can also utilize alternative pricing structures

    to encourage conservation such as block rates that increase the per-unit charge for

    services as the amount used or generated increases, or surcharge rates imposed on

    above-average water use.30

    Robustnancialincentivesatthelocalandstatelevelscanhelpoffsetnancialbarriers

    for net zero water projects. Eamples include New york Cits Comprehensive Water Reuse

    29 Paladino and Compan, Inc. Onsite Wastewater Treatment Sstems: A Technical Review. Seattle:Seattle Public Utilities, 2008.

    30 US EPA. About Water & Wastewater Pricing. Sustainable Infrastructure. US EPA, 08 Apr 2010.

    TABLE C-1: TRANSFERRING COSTS AND BENEFITS FROM UTILITy TO OWNER

    CAPITAL COSTS ExPENSES REVENUE

    Utilit

    New central

    treatment facilities

    Water deliverinfrastructure

    Operations and

    maintenance

    Insurance

    User fees

    (rates and permits)

    Sstem development charges(utilit connection fees)

    New connections,

    repairs and rebuildsTaes

    Costs, Expenses, and Revenue Shifted from the Utility to the Owner

    Owner

    Onsite treatmentsstem

    Dual plumbing

    Collection sstems

    Operations andmaintenance

    Insurance

    Reduced water use

    and discharge fees,reduced permitting fees

    Reduced connection fees

    Repairs and rebuilds Grants/incentives

    Source: Onsite Wastewater Treatment Sstems: A Technical Review prepared b Paladino & Co. 2008 for Seattle Public Utilities

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    Toward Net Zero WaterPage 24

    Incentive Program, which provides project owners a 25 percent discount on water services

    for reducing demand on the cits infrastructure for water suppl and wastewater services. 31

    Likewise, some state agencies offer regulator compliance credits, smaller impact fees

    andstreamlinedorsimpliedpermitprocessesforprojectsmanagingstormwateron-site

    using low-impact development techniques. While man low-impact development projects

    have demonstrated 15-80 percent lower capital costs for project owners in comparison

    to conventional methods,32municipalitiescanprovidefurthernancialincentivesthrough

    reductions in stormwater discharge fees.

    Federalfundingcanalsohelpoffsetnancialbarriersfornetzerowaterprojects.The

    American Recover and Reinvestment Act of 2009 provided $4 billion for the Clean Water

    State Revolving Fund. Of that, 20 percent of each states capitalization grant can go toward

    GreenReserveprojects,whicharedenedasgreeninfrastructure,energyefciency

    projects,waterefciencyprojectsorinnovativeenvironmentalprojects.TheU.S.EPA

    describes decentralized wastewater sstems as being well positioned for funding underthe Green Reserve projects. In addition, Section 319 of the Clean Water Act provides the

    statutor authorit for EPAs Non-point Source Program. According to the U.S. EPA, most

    states have non-point source management plans that allow for the use of Section 319

    funds for decentralized wastewater sstem projects and decentralized sstem technolog

    demonstration projects.33

    Financial barriers for distributed water sstems can be directl related to the regulator

    barriers noted above. Backup or redundant connections to municipal water and wastewater

    utilities ma be required b codes even when a net zero water project is designed

    and operated not to use them. Composting toilets sometimes require backup sewer

    connectionsandassociatedplumbing,creatinganancialdisincentiveforprojectowners

    to even consider their use. Likewise, capacit charges are established b utilities to recoup

    sunk costs for large investments in centralized infrastructure projects and are required to

    be paid b all building projects located within their service area, regardless of whether or

    not on-site sstems can be utilized to meet individual suppl and treatment needs.

    Some municipalities have instituted innovative fee structures, such as the Cit of Portlands

    Bureau of Environmental Services in Oregon, which allows for emergenc-onl connections

    31 Eisenberg, David, Sonja Persram. Code, Regulator and Sstemic Barriers Affecting Living BuildingProjects.

    32 US EPA. Reducing Stormwater Costs through Low Impact Development (LID) Strategies and Practices.Washington, DC: US EPA, 2007.

    33 US EPA. Funding Decentralized Wastewater Sstems Using the Clean Water State Revolving Fund.Washington, DC: US EPA, June 1999.

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    Contet and Background Page 25

    to their wastewater treatment facilities but charges large use fees in the event that the

    utilit connection is actuall needed.

    Removing regulator barriers to decentralized sstems can help spur market innovations

    and new products available to designers and homeowners pursuing net zero water

    strategies, thus bringing down upfront costs and reducing life ccle cost paback periods.

    Foryears,nancialincentivesforenergyefciencymeasuresandon-siterenewables

    sstems have been accelerating market adoption of lower energ products and strategies.

    The energ sector provides a good eample of how similar approaches can be used to

    accelerate advancements in on-site water sstems.

    CULTURAL BARRIERSInadditiontoregulatoryandnancialbarriers,publicperceptionsaboutthesafetyofwater

    reuseandon-sitewastewatermanagementpresentsignicantobstaclesfornetzero

    water projects. Such fears are rooted in our historical management of water and waste

    and the resulting public health issues that have surfaced. Previous generations suffered

    greatl from tphoid fever, cholera and dsenter until laws and regulations were passed to

    support water-carriage removal of waste from urban areas.34 Toda, education is needed to

    assure the public of the safet of modern decentralized water sstems and inform them of

    theirenvironmental,socialandeconomicbenets.

    Thanks to a histor of disease outbreaks, coupled with marketing efforts b earl

    ushtoiletmanufacturers,ushingitawayiswidelyviewedasmorecivilizedand

    advanced than an other solution for dealing with our water and waste. On-site sstems

    are reminiscent of stepping backwards in time and technolog to a less developedage. Education and awareness building among regulators, designers, engineers and

    building occupants is necessar to full highlight the environmental risks associated

    with wasteful practices. Water that has been treated for drinking purposes, requires

    large inputs of energ to be conveed to buildings, contaminated with human ecrement,

    conveed awa again and treated with energ-intensive processes that release polluted

    water back into the environment does not represent our best technological advancements.

    Addressing cultural barriers around decentralized water sstems requires a shift in the

    fundamental was in which we view water and human waste. Instead of the current out of

    site, out of mind thinking, we need to take ownership not onl of how we use water inside

    our buildings and for irrigation, but how we operate, maintain and replace on-site sstems

    over time. In doing so, we will treat water as the precious resource that it is.

    34 Burrian, Steven J., Stephan Ni, Robert E. Pitt, and S. Rock Durrans. Urban Wastewater Managementin the United States: Past, Present, and Future. Journal of Urban Technolog. 7.3 (2000): 33-62

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    Toward Net Zero WaterPage 26

    references

    Burrian, Steven J., Stephan Ni, Robert E. Pitt, and S. Rock Durrans. Urban Wastewater

    Management in the United States: Past, Present, and Future. Journal of Urban Technolog.

    7.3 (2000): 33-62.

    California Energ Commission, Californias Water Energ Relationship: Final Staff

    Report, (2005): 1-180.

    Copeland, C. Hurricane-Damaged Drinking Water and Wastewater Facilities: Impacts,

    Needs, and Response, Congressional Research Service, Librar of Congress, 2005: 1-6.

    Chanan, A., J. Kandasam, S. Vigneswaran, and D. Sharma. A Gradualist Approach toAddress Australias Urban Water Challenge. Desalination. 249.3 (2009): 1012-16.

    Disinfection B-ProductsTrihalomethanes. Wilkes Universit Center for Environmental

    Qualit Environmental Engineering and Earth Sciences. Wilkes Universit, n.d. Web. 7 Sep

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    Donn, Jeff, PHARMAWATER-RESEARCH: Research shows pharmaceuticals in water

    could impact human cells, Associated Press, n.d. Web. 7 Sep 2010. http://hosted.ap.org/

    specials/interactives/pharmawater_site/da1_03.html

    Drinking Water Chlorination. Health Living. Health Canada, 14 Dec 2006. Web. 7 Sep

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    Eisenberg, David, Sonja Persram. Code, Regulator and Sstemic Barriers Affecting Living

    Building Projects, Seattle: Cascadia Green Building Council, 2009. (2010): 1-90.

    Etnier, Carl, Richard Pinkham, Ron Crites, D. Scott Johnstone, Mar Clark, Am Macrellis,

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    IEEESpectrumPodcastsDecentralizedWaterTreatmentismoreefcient,exibleand

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    PacicInstitute,WaterFactSheetLooksatThreats,Trends,Solutions.,2008.Web.7Sep

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    Paladino and Compan, Inc. Onsite Wastewater Treatment Sstems: A Technical Review.

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    Innovation. Solutions. 1.3 (2010): 42-49. http://www.thesolutionsjournal.com/node/652.

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    US EPA. About Water & Wastewater Pricing. Sustainable Infrastructure. US EPA, 08 Apr

    2010. Web. 8 Sep 2010. http://water.epa.gov/infrastructure/sustain/about.cfm.

    US EPA, Decentralized Wastewater Treatment Sstems: A Program Strateg. Cincinnati:

    U.S. EPA Publications Clearinghouse, 2005.

    US EPA. Funding Decentralized Wastewater Sstems Using the Clean Water State RevolvingFund. Washington, DC: US EPA, June 1999.

    US EPA. Reducing Stormwater Costs through Low Impact Development (LID) Strategies and

    Practices. Washington, DC: US EPA, 2007.

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    Toward Net Zero WaterPage 28

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    30

    34

    36

    37

    41

    SECTIONS

    Integrated Water Management

    FitandEfciency

    Communit Involvement

    Risk Management

    Beaut and Inspiration

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    Toward Net Zero WaterPage 30

    best mAnAgementPrActices

    This document provides guidance for teams pursuing net zero water projects and offers

    insight to regulator bodies seeking to better understand and evaluate the net zero projects

    that come across their permitting desks. Central to the success of these sstems is an

    integratedapproachtotheirdesignandcarefulconsiderationofeachsystemstand

    efciency,wheretisdenedastheadaptationofthesystemtoconditionsonordesiredat

    thesite,andefciencyisdenedasthesystemsabilitytodelivermaximumperformance

    atminimumcost.Thisperformanceisgaugednotonlybynancialreturnoninvestment,

    butalsobylifecyclecostsandbenets.

    integrAted wAter mAnAgement

    In The Logic of Failure: Recognizing and Avoiding Error in Complex Situations, Dietrich Dornereplains, . . . in comple situations we cannot do onl one thing. Similarl, we cannot

    pursue onl one goal. If we tr to we ma unintentionall create new problems.

    In dealing with comple sstems, it is important to take an integrated or sstems thinking

    approach.Systemsthinkingreferstodeningasystemsboundariestoadequately

    encompasssignicantcausalrelationshipsandunderstandtheinterconnectionsamong

    resources and activities within that sstem. Advantages of decentralized options are often

    onl apparent when taking a more integrated approach. For eample, on-site reuse of

    grewater can provide a partiall drought-resistant source of landscape irrigation. 35

    An integrated or sstematic approach to water sstem design gears all water-related

    activities to one another, thereb recognizing the interconnected nature of water and

    35 Etnier, Carl, Richard Pinkham, Ron Crites, D. Scott Johnstone, Mar Clark, Am Macrellis, OvercomingBarriers to Evaluation and Use of Decentralized Wastewater Technologies and Management. London: IWAPublishing, 2007.

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    wastewater sstems and allowing a concurrent evaluation of a whole sstems potential

    costsandbenets.Augmentingexistingresourcesthroughrainwaterharvest,managing

    demandviaxtureefcienciesandotherconservationstrategies,re-useofwaterprior

    to its release back into a larger sstem and on-site management of stormwater and other

    landscapeconcernsallneedtobeaddressedintandem,asthereisbutanelineof

    distinction between them.

    36

    An integrated approach is necessar when attempting to create net zero water projects

    with closed-loop sstems where all of the water used on a project is being captured,

    treated, used/reused and released on-site. In this report, rainwater harvest and

    wastewater treatment and reuse are organized into separate chapters, and stormwater and

    other landscape concerns are minimall addressed. This is simpl a wa to organize the

    information and is not intended to impl that the related design processes are separate or

    unrelated endeavors. To the contrar, an integrated approach is the single most important

    process to be understood when considering the best practices for designing a water sstem

    as part of a larger integrated design or process for an entire project.

    ESTABLISHING WATER BALANCEA water balance is a numerical account of how much water enters and leaves a site. A

    water balance sheet should contain detailed information about the amount of water used b

    each process. The water balance is a crucial instrument to understand and manage water

    owsthroughouttheplant,toidentifyequipmentwithwater-savingopportunitiesandto

    detect leaks.37 For a net zero water project, the amount of water entering and leaving a site

    shouldideallyreectthenaturalhydrologyofthesite.

    Bruggen and Braecken offer a step-b-step method to optimize the water balance, in

    three steps:

    1. Investigate the current water balance in detail.

    2. Combine water consuming processes and reuse water where possible for other

    purposes requiring a lower water qualit.

    3. Regenerate partial waste streams and re-introduce them into the process ccle.

    Figure B-1 provides an overview of the multiple pathwas design teams ma choose to takein establishing a water balance.

    36 Buehrer, Mark. 2020 ENGINEERING. Bellingham, Washington. 1996.

    37 Van der Bruggen, B., and Braeken L. The Challenge of Zero Discharge: from Water Balance toRegeneration. Desalination. 188.1-3, 2006.

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    treatment+reuse

    USESOURCE

    COMPOSTINGFIXTURES

    EXTERIORUSE

    TREATMENT+REUSE

    2

    1

    GROUND WATER

    RAINWATER

    ONSITE RECLAIMEDWATER

    OFFSITE RECLAIMEDWATER

    MUNICIPAL WATER

    SURFACE WATER /STORM WATER

    WATER

    WATER

    BATH/SHOWER

    DRINKING FOUNTAIN

    LAVATORY SINK

    LAUNDRY

    KITCHEN SINK

    DISHWASHER

    FIRE SUPRESSION

    PROCESS WATER/HVAC

    HIGH EFFICIENCY TOILET (HET)

    TOILET WITH URINE SEPARATION

    HIGH EFFICIENCY URINAL

    WATERLESS URINAL

    MICROFLUSH

    COMPOSTING TOILET

    EXTERIOR WATER USE/IRRIGATION

    HET

    PREFERRED

    POSSIBLE

    QUALITy OF WATER

    POTABLE:

    Water suitable fordrinking

    NON-POTABLE:co-mingled water fromushtoiletsandurinals

    NON-POTABLE:water from bathroomsinks shower, bathtub,laundr

    NON-POTABLE:water from kitchen sinksand dishwashers

    NON-POTABLE:urine onl,nutrient rich water

    NON-POTABLE:waterfromushtoiletswith urine separation

    FIGURE B-1. DESIGNPATHWAyS TO NETZERO WATER

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    REUSETREATMENT OUTFLOW

    MEMBRANE

    BIOREACTOR

    CONSTRUCTED WETLANDS/

    LIVING MACHINE

    POTABLE

    NON-POTABLE

    INSIDE IRRIGATION

    OUTSIDE SUBSURFACE

    FOOD CROP IRRIGATION

    OUTSIDE SUBSURFACE

    LANDSCAPE IRRIGATION

    DRAINFIELD

    quality A

    quality B

    AQUIFER RECHARGE

    AGRICULTURE

    FERTILIZER

    COMPOSTING UNIT

    RECEIVING

    WATER BODY

    LIQUID

    COMPOST

    BIOFILER

    OTHER

    OFF-SITE TREATMENT

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    e:Perkins+Will

    Toward Net Zero WaterPage 34

    fit And efficiency

    Designers face the challenge of choosing the right water sstem, at the right place, at the

    rightmomentandtherightscale.Awatersystemhastoconsiderallimpactedowsand

    account for environmental, social and economic risks associated with the sstem, both

    on and offsite. Flows include rainwater, stormwater, groundwater, drinking water andwastewater.Inaowsperspective,owsshouldtinachain-managementapproach,

    from cradle to grave or, even better, from cradle to cradle.38 It is critical to make the

    upstream,on-siteanddownstreamowsttogetherinahealthyclosedloop.

    CLIMATERegional climate is a major consideration when choosing and sizing a projects water

    system.Forexample,inthePacicNorthwest,therearesomeareasthatreceiveas

    much as 140 inches of precipitation per ear. However, those same areas receive nearl

    noprecipitationfromJulythroughSeptember.AcrosstheUnitedStates,therearevedifferent major climate zones and sizable variabilit within those zones.39

    38 United Nations Environment Programme, Ever Drop Counts: Environmentall Sound Technologies forUrbanandDomesticWaterUseEfciency.Delft:UNEP,2008.

    39 US Energ Information Administration. U.S. Climate Zones for 2003 CBECS. Independent Statisticsand Analsis. US Energ Information Administration, n.d. Web. 8 Sep 2010

    The Center for Urban Waters in Tacoma, WA, harvests rainwater in t wo 36,000-gallon above ground cisterns.

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    Further, the warming of the climate due to human and non-human causes is alread

    impactingweatherpatternswithineachzone,andisexpectedtosignicantlyand

    progressivel alter precipitation patterns across the United States in the coming decades.

    An ecess or lack of water with the change of precipitation patterns ma present the

    greatest hazard we face in building durable buildings and communities.

    It is also important to consider the microclimatic conditions on the project site itself. The

    macroclimate, or long-term weather conditions for a region, is derived from accumulated

    da-to-da observations often made at weather stations far awa from the towns and

    citieswheremostbuildingsareconstructed.Signicantclimaticvariationscanoccurover

    distancesofonlyafewmiles,makingitimportanttounderstandthespecicconditions

    present and likel to evolve on the site when making design decisions. Some of the main

    factorsinuencingthemicroclimateofasiteare:urbanheatisland,topography,terrain

    surface (natural or manmade), vegetation and obstructions.40

    Finall, it is important to consider that climate not onl impacts the availabilit ofprecipitation or groundwater for use. The amount of water required b humans and other

    actors within a given climate varies enormousl depending on environmental and climatic

    conditions such as temperature and humidit.

    FIT-FOR-USEThe vast majorit of the water used in the U.S. is drawn from freshwater supplies of

    surfaceandgroundwaterthentreatedtopotablestandardsasdenedbytheSafeDrinking

    Water Act. A large multifamil or commercial building can use more than 120,000 gallons

    of potable water in a single da.41

    Once used, the water is tpicall released as wastewater.Accesstothistreatedwaterhasgreatlybenetedpublichealth,butitalsohasresultedin

    a sstem that utilizes potable water for virtuall ever end use, even when lesser qualit

    waterissufcient.Inadditiontoconservationmethods,usingandre-usingalternative

    sourcesofwaterwillbenecessaryformoreefcientuseofwaterresources.42

    Treatment of water is a collective term for methods of improving the water qualit b

    phsical, chemical and/or biological means. The level of water treatment should be

    determined b the intended use or destination of the water. It is wasteful and not necessar

    tousepotablewaterforactivitiessuchasushingtoiletsorirrigatingplants.Untreatedor

    minimallytreatedrainwatercanbeusedforactivitiesincludingtoiletushing,irrigation,

    40 Sharples, Stephen, and Hocine Bougdah. Environment, Technolog and Sustainabilit. New york:Talor & Francis Group, 2010.

    41 yeang, Ken. Ecodesign: A Manual for Ecological Design. London: Brook House, 2008.

    42 Kloss, Christopher, Managing Wet Weather with Green Infrastructure: Rainwater Harvesting Policies:US EPA, 2008.

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    showeringandlaundry.Greywaterfromxtureslikelavatorybasinsorwashingmachines

    can be reused directl in the building, often without treatment or with onl primar

    treatment.

    FIT-FOR-SCALE

    Thewatersystemalsomusttwiththescaleofuse.Differenttechnologiesandstrategieslend themselves to different scales of use. This report addresses three basic scales in an

    urban contet: the single famil home, multifamil residential or commercial buildings,

    and a neighborhood or campus. There is great diversit even within each of these individual

    typologies,emphasizingtheneedforsite-specicdesign.

    As suggested in the Living Building Challenge, the appropriate scale for a water sstem

    ma etend it beond the boundaries of the project site.

    Depending on the technolog, the optimal scale can var when considering

    environmentalimpact,rstcostandoperatingcosts.43

    The scale of the sstem can impact the scope and boundaries of a risk assessment for

    the project. Sstems that go beond a project boundar also naturall epand the role of

    communit involvement during the planning phase.

    community involvement

    Water sstem proponents should decide on the appropriate level of communit

    participation to include in the planning stages of the project. The primar audiencefor engagement would logicall include communit members that are the intended

    beneciariesofthesystem,alongwiththosethathavethegreatestexposuretoresidual

    risk associated with the sstem or whom might be otherwise impacted.

    Multiple models eist for varing levels of communit involvement in planning local

    projects and infrastructure. These levels range in intensit from consultation to

    involvement to engagement. Consultation implies onl providing information to

    a communit and requesting feedback. Involvement implies the need for the water

    sstem to be responsive to the communits needs, and that the project leaders should

    decide on the structures and decision-making processes in which to involve communit

    members. Engagement, the most intensive form of communit participation, builds a full

    collaborative relationship with a communit for both governance and sstem planning. A

    43 McLennan, Jason, Eden Brukman. Living Building Challenge 2.0: A Visionar Path to a RestorativeFuture. Seattle: International Living Building Institute, 2009.

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    project team will decide on the appropriate level of communit participation based on the

    scale of the project.

    In addition to seeking communit input, the project team should communicate earl and

    oftenwithstateandlocalgovernmentofcialsandregulators.Theprojectteamshould

    discusstheproposalandplanswiththerelevantofcialsandregulatorsasearlyaspossibleintheprojecttoensurethatallissuesareidentiedandaddressedpriortothe

    design and permitting stages.

    risk mAnAgement

    The design of a net zero water sstem is intended to help address and mitigate the large-

    scale impacts associated with energ-intensive centralized sstems. Of course, net zero

    water sstems also epose users and communities to potential risks. These risks should

    be viewed in a broader sustainabilit contet than that often used b the regulator

    communit.

    Man in the building regulator communit continue to view green and sustainabilit

    goals as either tring to maneuver their wa around minimum code requirements or as

    optional goals that etend beond their regulator scope of concern or responsibilit.

    Meanwhile, the green building movement and . . . the Living Building Challenge

    encompassesasignicantlymorecomprehensiveunderstandingofrisk.Inherentin

    theirapproachesistheaimoftakingresponsibilityforbalancingthefullriskprolesof

    built projects including all the current regulator concerns while simultaneouslseeking to address large, but currentl unregulated risks to present and future

    generations and to essential ecological integrit.44

    Net zero water projects must address social, environmental and economic risks that are

    endemictoallwatersystemsandsomethatarespecictodistributedsystems.Arisk

    management framework is the most effective wa to assure the appropriate qualit of

    water for the proposed end use. Decisions concerning the scope and boundaries of the risk

    assessmentmaybebasedonoperational,technical,nancial,legal,social,environmental

    or other criteria. Criteria ma also be affected b the perceptions of stakeholders and b

    regulator requirements. It is important to establish appropriate criteria at the outset that

    correspond to the tpe of risks and the wa in which risk levels are epressed.

    44 Eisenberg, David, Sonja Persram. Code, Regulator and Sstemic Barriers Affecting Living BuildingProjects, Seattle: Cascadia Green Building Council, 2009.

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    Theriskassessmentprocessshouldbeginwithdeningtheextentofthewatersystem

    andorganizingitintoalogicalframeworkthathelpsensurethatsignicantrisksarenot

    overlooked.Theprojectteamshouldconstructaowdiagramshowingallofthestepsin

    the sstem from source to end use that includes:

    All steps of the process, both within and outside the control of the project team

    Source(s) of water

    Proposed sstem components

    Proposed end uses

    Residuals produced from the sstem

    Unintended or unauthorized end uses

    Discharges or releases to the environment

    Receiving environment and/or routes of eposure

    An additional considerations needed to maintain the qualit and/or safet of the water

    Theowdiagramshouldbesignedoffforauthenticityandstatusbytheteamleader.45

    Oncethecontextofthesystemisestablishedwithaowdiagram,simpleriskassessment

    matrices are available for prioritizing hazards and identifing the tolerable level of risk

    eposure. Risks to be considered can be grouped under three basic categories: social risk,

    environmentalriskandnancialrisk.

    SOCIAL RISKThe provision of safe water and sanitation has been more effective than an other public

    service in promoting public health. Distributed water sstems should be designed and

    operated without jeopardizing public health gains achieved historicall via the adoption

    of centralized deliver and treatment. Of greatest concern with the use of decentralized

    sstems is the associated health risk, especiall the risk of eposure to microbial

    pathogens and chemicals-of-concern potentiall present in rainwater and reccled water.

    Table B-1 lists potential hazards that ma be present in water before, during or after

    treatment. In addition to those presented in the table, trace constituents including caffeine,

    estrogen and other hormones have also been detected in the United States.

    Health risks can be mitigated with appropriate preventive measures that place barriers

    between the rainwater/reccled water and members of the communit. Eamples of

    preventive measures include water source protection46, water treatment, protection and

    45 Adapted from New South Wales, Department of Water and Energ. Interim NSW Guidelines forManagement of Private Reccled Water Schemes. 2008.

    46 Source protection ma include protecting rainwater from animal and human waste and controlling thequalit of water discharged into grewater sstems.

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    TABLE B-1: LIST OF POTENTIAL HAZARDS IN RECyCLED WATER

    Adapted from the Australian Guidelines for Water Recycling, 2006.

    POTENTIALHAZARD

    DESCRIPTION

    Biological

    Algae Simple chlorophll-bearing plants, mainl aquatic & microscopic in size. Under suitable conditions, some

    tpes of algae ma grow in untreated or partiall-treated wastewaters, producing algal toins such asmicrocctins, nodularins, clindropermopsin & saitoins.

    Bacteria Unicellular micro-organisms tpicall smaller than 5 microns. Bacteria common to blackwater includepathogens such as Camplobacter, Salmonella, Clostridium, & Legionella.

    Helminth An invertebrate that is parasitic to humans & other animals. Helminths include tapeworms, roundworms&ukes.

    Protozoa A phlum of single-celled animals tpicall ranging in size from around 1 to 300 nanometers.

    Viruses Molecules of nucleic acid ranging in size from 20 to 300 nanometers that can enter cells & replicate inthem. Some common viruses found in untreated blackwater include norovirus & enterovirus.

    Phsical

    Hpoia Ogen depletion brought about b the bacterial breakdown of organic matter in the water.

    pH An epression of the intensit of the basic or acid condition of a liquid.

    Screenings The solid waste collected in the inlet screens to a treatment process including solids disposed of towastewater.

    Suspended solids Suspendedsolidsmeasuresthepresenceofnesuspendedmattersuchasclay,silt,colloidalparticles,plankton & other microscopic organisms.

    Chemical

    Ammonia Ammonia dissolves rapidl in water & is a food source for some microorganisms, & can support nuisancegrowth of bacteria & algae. Ammonia can be a pollution indicator as it can formed as an intermediateproduct in the breakdown of nitrogen-containing organic compounds, or of urea from human or animalecrement.

    Chloride Chloride comes from a variet of salts (including detergents) & is present as an ion (Cl-). Chloride isessentialforhumans&animals,contributingtotheosmoticactivityofbodyuids.However,itcanbetoxicto plants, especiall if applied directl to foliage or aquatic biota.

    Disinfection b-products

    Disinfection b-products are formed from the reactions bet ween disinfectants, particularl chlorine, &organic material. Chlorine reacts with naturall occurring organic components or ammonia to product b-products such as dicholoroacetic acid, trichloroacetic acid & THMs & chloramine b-products.

    Metals Heav metals, such as cadmium, chromium, & mercur ma be present in raw wastewaters as a result ofindustrial discharges.

    Pesticides Pesticides harmful to humans & a wide range of species ma enter water sstems b a variet of meansincluding stormwater runoff, personal use & illegal disposal.

    Pharmaceuticals Pharmaceuticals & their active metabolites are ecreted b humans &/or disposed of direc tl into watersstems.

    Total dissolvedsolidsTotal dissolved solids (TDS) include dissolved inorganic salts & small amounts of organic matter. Claparticles, colloidal iron & manganese oides & silica ma also contribute to TDS. Major salts in reccledwaters ma include sodium, magnesium, calcium, carbonate, bicarbonate, potassium, sulphate &chloride.

    Total nitrogen An important nutrient found in high concentrations in reccled waters, or iginating from human &domestic wastes. In high concentrations can cause off-site problems of eutrophication of receiving bodies.

    Total phosphorus Originating mainl from detergents but also from other domestic wastes, in high concentrations cancause eutrophication of receiving bodies.

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    maintenance of distribution sstems and storages47, restrictions on the distribution and use

    of reccled water48, and education of end users.

    The most common and effective barrier used is treatment of the captured or reccled water

    before use. The level of treatment and disinfection depends on the source of the reccled

    water, the potential for fecal contamination and potential for eposure to communit

    members, which is generall determined b its intended use and release back into the

    environment (See Fit-for-use above).

    Beond the more immediate health considerations, other social risks to address include

    the sstems ease of operation and maintenance over its lifetime.

    ENVIRONMENTAL RISKThere are a variet of environmental risks associated with an water sstem, including

    distributed sstems. These include the lifeccle impacts of the sstems component parts,

    theimpactsofthesystemonsiteanddownstreamowsandwaterquality,andtheenergyrequired for the construction and operation of the sstem, including an pumping and

    treatment process.

    The pipe and pumping requirements to conve wastewater from its point of generation to

    itspointoftreatmenthassignicantenvironmentalimpacts.Lifecycleanalysisofthese

    conveance sstems point toward greater environmental impacts as the length of pipe

    and the number of pump stations required increases. Sstems where a series of pump

    stations are used to conve wastewater across elevation changes consume large amounts

    of energ. Conclusions can be drawn to the etremel important role of service area

    topograph in assessing the feasibilit of smaller-scale distributed sstems.49

    FINANCIAL RISKFinancial assessment of the long-term viabilit and sustainabilit of a water sstem is

    important. According to the 2004 Valuing Decentralized Wastewater Technologies report

    prepared b the Rock Mountain Institute for the U.S. EPA, decentralized and distributed

    systemscanbemoreexibleinbalancingcapacitywithfuturegrowth.Insmaller-scale

    sstems, capacit can be built house-b-house, or cluster-b-cluster, in a just in time

    47 Eamples of protection and maintenance of distribution sstems and storages include buffer zones,minimizinglighttorestrictalgalgrowth,maintainingdrainage,andbackowpreventionandcross-connection control.

    48 Preventive measures that restrict the distribution and use of reccled water include: signage andcolor coding of pipes; buffer zones; control of access; control of method, time and rate of application; usercontrolled diverter switches; hdraulic loading and interception drains; management plan; prohibition ofrecycledwaterinspecicareas.

    49 Cascadia Green Building Council, Clean Water, Health Sound: A Life Ccle Analsis of WastewaterTreatment Strategies in the Puget Sound Area, in progress (2011)

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    fashion. This means that the capital costs for building future capacit is spread out over

    time, reducing the net present value of a decentralized approach and resulting in less debt

    to the communit as compared to the borrowing requirements of a large up-front capital

    investment. This is especiall true in the event that a communit sees less growth than

    anticipated in their ini