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Water JAM 2010 Managing Risks in Water Reuse: Intersection of Policy and Science Mary E. Sadler, PE Benjamin Stanford, PhD WaterJAM® 2015 Virginia Beach, VA September 14-17

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Page 1: Water JAM 2010 Managing Risks in Water Reuse: Intersection of Policy and Science Mary E. Sadler, PE Benjamin Stanford, PhD WaterJAM® 2015 Virginia Beach,

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Managing Risks in Water Reuse: Intersection of Policy and Science

Mary E. Sadler, PE

Benjamin Stanford, PhD

WaterJAM® 2015Virginia Beach, VASeptember 14-17

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Water Reuse

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Potable Reuse Is Happening in the U.S. and Abroad

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No federal jurisdiction for water reuse

States have jurisdictional authority over how water is reclaimed

Differing state statutes and rules

EPA does not have a plan for applying federal regulation to water reuse

EPA has published technical guidance (2004 and 2012)

Attempt to aid states that do not have regulation or require assistance

No federal jurisdiction for water reuse

States have jurisdictional authority over how water is reclaimed

Differing state statutes and rules

EPA does not have a plan for applying federal regulation to water reuse

EPA has published technical guidance (2004 and 2012)

Attempt to aid states that do not have regulation or require assistance

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Water Reuse Practice of recovering wastewater and purifying it for

various community applications Water reuse water recycling, recycled water,

reclaimed water

Non-Potable Reuse All applications of recycled water for purposes other

than producing drinking water or augmenting drinking water supplies

Landscape irrigation, agricultural irrigation, indoor toilet flushing, industrial uses

De Facto Reuse Situations where an upstream treated wastewater

effluent provides a portion of available raw water supply

Not officially recognized as providing supply

Water Reuse Practice of recovering wastewater and purifying it for

various community applications Water reuse water recycling, recycled water,

reclaimed water

Non-Potable Reuse All applications of recycled water for purposes other

than producing drinking water or augmenting drinking water supplies

Landscape irrigation, agricultural irrigation, indoor toilet flushing, industrial uses

De Facto Reuse Situations where an upstream treated wastewater

effluent provides a portion of available raw water supply

Not officially recognized as providing supply

Page 6: Water JAM 2010 Managing Risks in Water Reuse: Intersection of Policy and Science Mary E. Sadler, PE Benjamin Stanford, PhD WaterJAM® 2015 Virginia Beach,

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Urban UseWastewater Treatment

AdvancedTreatment Environmental Buffer

Water Treatment

Indirect Potable Reuse (IPR) Planned, intentional, and recognized augmentation of a drinking water

source (surface or groundwater) with purified recycled water followed by an environmental buffer preceding drinking water treatment

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Engineered Storage

Urban UseWastewater

TreatmentAdvancedTreatment

Water Treatment

Direct Potable Reuse (DPR) Introduction of purified water directly into a drinking water treatment

plant, with or without blending with a raw water supply, or directly into a drinking water distribution system

Direct Potable Reuse (DPR) Introduction of purified water directly into a drinking water treatment

plant, with or without blending with a raw water supply, or directly into a drinking water distribution system

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Page 9: Water JAM 2010 Managing Risks in Water Reuse: Intersection of Policy and Science Mary E. Sadler, PE Benjamin Stanford, PhD WaterJAM® 2015 Virginia Beach,

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Georgia EPD guidelines on reclaimed water IPR allowed via surface water augmentation

Metro water districts allowing planned IPR EPD developing DPR guidelines

Urban water reuse may be used in lieu of potable water for:

Agricultural irrigation (feed crops), residential / commercial landscape irrigation, dust control, etc.

Georgia EPD guidelines on reclaimed water IPR allowed via surface water augmentation

Metro water districts allowing planned IPR EPD developing DPR guidelines

Urban water reuse may be used in lieu of potable water for:

Agricultural irrigation (feed crops), residential / commercial landscape irrigation, dust control, etc.

Utah reuse governed by regulation IPR allowed via groundwater injection

Class 5 water use includes recharge wells to replenish an aquifer

No specific water quality requirements for IPR

Issues with reuse conflicting with water rights

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Arizona allows IPR via surface water augmentation and groundwater recharge

Regulation governing reclaimed water 5 designated classes of reclaimed water

Reuse discharge must not exceed any aquifer water quality standard at a Point of Compliance in aquifer

Wastewater treatment must employ Best Available Demonstrated Control Technology

Arizona allows IPR via surface water augmentation and groundwater recharge

Regulation governing reclaimed water 5 designated classes of reclaimed water

Reuse discharge must not exceed any aquifer water quality standard at a Point of Compliance in aquifer

Wastewater treatment must employ Best Available Demonstrated Control Technology

Virginia reuse regulated via Chapter 740 Sections 10‐210

DPR prohibited IPR allowed with advanced treatment

Limit of Technology, or LOT

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California legislation passed new statutes January 2011 Stipulated that CDPH must adopt uniform water recycling criteria

for indirect potable reuse Title 22 CCR amended in June 2014 for IPR via groundwater

replenishment by surface and subsurface application Surface water augmentation by 2016 Assess feasibility of direct potable reuse in 2016

Surface water application: Reduction of 12-log enteric virus, 10-log Giardia cyst, 10-log

Cryptosporidium Three separate wastewater treatment processes Groundwater retention time estimates

Subsurface application: Full advanced treatment to include reverse osmosis and an

oxidation process Log-removal of indicator compounds 12-10-10 log removal of pathogens

California legislation passed new statutes January 2011 Stipulated that CDPH must adopt uniform water recycling criteria

for indirect potable reuse Title 22 CCR amended in June 2014 for IPR via groundwater

replenishment by surface and subsurface application Surface water augmentation by 2016 Assess feasibility of direct potable reuse in 2016

Surface water application: Reduction of 12-log enteric virus, 10-log Giardia cyst, 10-log

Cryptosporidium Three separate wastewater treatment processes Groundwater retention time estimates

Subsurface application: Full advanced treatment to include reverse osmosis and an

oxidation process Log-removal of indicator compounds 12-10-10 log removal of pathogens

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Oklahoma reuse governed by regulation IPR not specifically allowed DPR regulations in development stages

However, IPR and DPR projects are evaluated on case-by-case basis

State may issue permits for POTW discharges into public water supply

Oklahoma reuse governed by regulation IPR not specifically allowed DPR regulations in development stages

However, IPR and DPR projects are evaluated on case-by-case basis

State may issue permits for POTW discharges into public water supply

Massachusetts allows IPR via groundwater recharge Reuse governed by state regulation 314 CMR 5.00

Treatment must meet drinking water standards and high level disinfection

Emerging contaminants and additional pollutants on a case-by-case basis

DPR not currently allowed Regulatory requirements for POTW discharges upstream of public

water supply source

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Washington 1997 guidance “standards” Quasi-regulation 4 classes of reuse water New reclaimed water rule anticipated in 2015

IPR via groundwater recharge allowed AKART standards must be met

All Known, Available, and Reasonable methods of control and Treatment Minimum required treatment:

Oxidation, coagulation, filtered, reverse-osmosis, disinfection

Washington 1997 guidance “standards” Quasi-regulation 4 classes of reuse water New reclaimed water rule anticipated in 2015

IPR via groundwater recharge allowed AKART standards must be met

All Known, Available, and Reasonable methods of control and Treatment Minimum required treatment:

Oxidation, coagulation, filtered, reverse-osmosis, disinfection

Texas regulates reuse via 30 TAC 210.3 IPR is not currently allowed via regulation DPR allowed but not officially regulated

Case by case basis Colorado River Municipal Water District

Microfiltration, reverse osmosis, UV disinfection

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North Carolina Senate Bill 163 Local water system may combine reclaimed water with

source water to provide potable water supply

Conditions: All reclaimed water treatment requirements must be met 5 days of storage with mixing prior to treatment Maximum blend of 20% average day flow of source water

over a 24 hour period Water conservation and efficiency must be implemented

North Carolina Senate Bill 163 Local water system may combine reclaimed water with

source water to provide potable water supply

Conditions: All reclaimed water treatment requirements must be met 5 days of storage with mixing prior to treatment Maximum blend of 20% average day flow of source water

over a 24 hour period Water conservation and efficiency must be implemented

Pennsylvania has reuse guidance manual with stated purpose of offsetting demand on potable water supply

Class A+ water requires advanced treatment ENR, coagulation, filtration, reverse osmosis, disinfection Any other treatment type must meet water quality requirements

IPR allowed via groundwater recharge direct injection (Class A+ water)

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New Mexico 2007 reuse guidelines 4 classes of water No IPR uses in guidelines

DPR regulation pending, but allowed on a case-by-case basis

DPR treatment to meet or exceed SDWA standards Example: DPR project in Cloudcroft, New Mexico

MBR, chloramine disinfection, reverse osmosis, UV/AOP, blending, ultrafiltration, chlorine disinfection

December 2015 anticipated completion

New Mexico 2007 reuse guidelines 4 classes of water No IPR uses in guidelines

DPR regulation pending, but allowed on a case-by-case basis

DPR treatment to meet or exceed SDWA standards Example: DPR project in Cloudcroft, New Mexico

MBR, chloramine disinfection, reverse osmosis, UV/AOP, blending, ultrafiltration, chlorine disinfection

December 2015 anticipated completion

Florida regulates IPR via Regulation 62-610 IPR uses include groundwater recharge to Class F-1,

G‐1, or G-II groundwater Direct injection Rapid rate land application Discharge to surface waters connected to Class F-1, G-1, or G‐

II groundwater

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StateIPR

RegulatedDPR

RegulatedReuse

RegulationReuse

Guidance Treatment Storage

Georgia X P X

Utah X X

Arizona X X X

California X P X X X

Oklahoma X P

Massachusetts X X

Washington X X X

Virginia X X X

North Carolina X X (legislation) X

Pennsylvania X X X

New Mexico P P X X

Florida X X

Texas X X

P = Pending

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Operations, Training,

& Certificatio

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Assess Risks

Identify Critical Control Points

Validate CCPs &

Set Limits

Validate Monitors

Develop Response

Procedures

Can we trust the technology?

Hazard Analysis and Critical Control Point (HACCP) methodology

Reliability of critical control points (CCPs)

Reliability of monitoring devices (Risk Priority Number approach)

Can we trust operations? Reliability and training of

operations staff

Theme: Building Confidence and Trust in DPR

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DPR – Raising the Stakes

Can We Trust the Technology?

Can We Trust Operations?

Trust but Verify

WRRF 13-03

Critical Control Point Assessment to Quantify Robustness and Reliability of Multiple Treatment Barriers of a DPR Scheme

WRRF 13-13

Development of Operation and Maintenance Plan and Training and Certification Framework for Direct Potable Reuse (DPR) Systems

Convincing a Skeptical Public Convincing Regulators

TOOLS:

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Hazard Analysis and Critical Control Point (HACCP) History

Systematic preventative approach to Food Safety

Focus on barriers – not end of pipe treatment

Conceived in 1960s by Pillsbury for NASA

Defined in ISO 22000 – Food Safety

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The 7 HACCP Principles

Conduct a Hazard Analysis

Determine Critical Control Points

Establish Critical Limits

Establish System to Monitor the

Control of a CCP

Establish Corrective Action to be Taken When

Monitoring a CCP is Not Under Control

Establish Procedures for Verification to Confirm that HACCP System is working

effectively

Establish Documentation Concerning All Procedures and Records Appropriate to These Principles and Their

Application

1

2

3

4

5

6

7

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Identify Hazardous Events

Accidental contamination of the

catchment

Disease outbreak – high pathogen load

Failure of biological processes

High rainfall event – bypassed treatment

Catastrophic membrane integrity

breach

Formation of DBPs in the process train

Overdosing, underdosing, or contamination of

chemicals

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What Does the CCP Approach Provide?

Review and Manage Risks to Protect Public Health

What are the risks?

Holistic Review / Robust Methodology – Source Water to Distribution

What are the right

technologies?

How are we sure they are

working?

How do we respond if a barrier fails?

Contaminants/Hazardous

Events

Treatment Barriers

MonitoringOperating Response

Focus is on health relevant contaminants

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Focus of CCPs is on Health-Relevant Contaminants

Assists in decision making: Which contaminants are of concern for a given source water/distribution system?

Determines clear requirements for treatment barriers.

Ensures appropriate barrier design/operation.

Assists with permitting/ regulation – focuses on important requirements for public health.

Is transparent and can be externally audited.

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Selecting CCPs – Methodology to Control Hazards

Three Basic Questions: Is there a hazard at this step?

Can it be controlled by this step in the process train?

Is this step intended to eliminate or reduce the risk?

Not to be confused with Critical Operating Points (production focused)

Classic example: Bar Screen

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Establish Critical Limits: Pathogen Removal through Multiple Processes – MF-RO-UV/AOP-Chlorine

Increasing Risk

Co

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ntr

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Treatment goal (e.g., < 10-4 Risk) Raw Water

Pathogen (e.g., Giardia at 105 /L)Post-MFPost-RO

Post-UV/AOP

Post-Cl2

Quantitative evaluation (Monte Carlo simulations) allows us to define critical limits to achieve water quality goals

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Is Operations Ready for DPR?

Can We Trust Operations?

Convincing a skeptical public Convincing regulators

“Eighty percent of the failures recorded were not due to failures of technology … but were due to human error”

Professor Don Bursill, the CEO of the Cooperative Research Centre for Water Quality and Treatment, Australia 2007 (The Age June 5, 2007)

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Operations – Striking the Right Balance

OPERATING RISK OPERATING COST

Chemicals and

Energy

Operator Effort

Asset Replacemen

t

Production

Quality

Public Health

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DPR Operations Management Plan

Risk Management CCP Operations Management

Operating Interfaces

Validation and Auditing

Operational Monitoring

Non Conformances Corrective/

Preventative Actions

Managing Incidents and Emergencies

Asset Management

and Maintenance

Operator Skills and Training

Risk Management Process

Operational Risk Assessment

Water Quality Risk Assessment

Critical Control Point Selection

Operating Procedures

Roles and Responsibilities

Critical Control Point Management

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Reuse Training and Certification Not Yet Well Covered

Reuse Training and Certification Not Yet Well Covered

Water Reuse

IPR

DPR

Wastewater Drinking

Water

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CCP provides a valuable means to focus evaluation, design, and operation of DPR facilities

HACCP can provide a means of validating specific processes and water quality goals

HACCP integrated into operations and response

Provides confidence to regulators that the proposed process scheme will provide public health protection

CCP provides a valuable means to focus evaluation, design, and operation of DPR facilities

HACCP can provide a means of validating specific processes and water quality goals

HACCP integrated into operations and response

Provides confidence to regulators that the proposed process scheme will provide public health protection

Key Message: Safety and Reliability in DPR with the HACCP Method

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Hazen and Sawyer – Troy Walker, Aaron Duke, Allison Reinert, Meric Selbes

WateReuse Research Foundation Project 13-03 and 13-13

University of New South Wales – Stuart Khan

University of Arizona – Shane Snyder & Ricardo Valerdi

Headstart Development, Pty Ltd – Cedric Robillot

SPI – Jim Vickers

Utility Partners: OCWD, WINGOC, West Basin, AWRCoE, Scottsdale, Other Anonymous Partners

Hazen and Sawyer – Troy Walker, Aaron Duke, Allison Reinert, Meric Selbes

WateReuse Research Foundation Project 13-03 and 13-13

University of New South Wales – Stuart Khan

University of Arizona – Shane Snyder & Ricardo Valerdi

Headstart Development, Pty Ltd – Cedric Robillot

SPI – Jim Vickers

Utility Partners: OCWD, WINGOC, West Basin, AWRCoE, Scottsdale, Other Anonymous Partners

Acknowledgements

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Questions?Questions?

[email protected]

[email protected]