potable reuse commission - watereusefl · pathogens. filtration also serves as the primary barrier...
TRANSCRIPT
Potable Reuse Commission
WateReuse Florida PRC Kick Off MeetingFebruary 16, 2018
Agenda
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9:00 am Welcome and Introductions
9:15 am 1. Overview of the Potable Reuse Commission2. Drivers and needs for potable reuse in Florida3. Summary of Florida’s indirect potable reuse regulations4. Examples of potable reuse projects in FloridaQuestions and Answers (Q&A)
10:00 am Discussion of the Approach for Developing the Florida DPR Regulatory Framework (Q&A)• Purpose and approach• Overview of potable reuse• DPR activities in other states• Sources of information and examples
10:45 am BREAK
11:00 am 1. General Topics for Discussion: Build on current regulations in Florida Terminology Public outreach Environmental and engineered buffers Blending (Multiple) Barriers Regulations/Guidance/Permits
2. Technical Topics for Discussion: Applications (Types of DPR) Public health protection• Pathogen control (criteria options)• Chemical control (criteria options) Source control
12:15 pm LUNCH
Agenda
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12:45 pm 2. Technical Topics for Discussion (continued): Wastewater treatment Advanced water treatment Monitoring and instrumentation Residuals management (including concentrate) Facility operation (O&M) Blending Drinking water treatment
3. Management Topics for Discussion: Utility collaboration Technical, Managerial, and Financial (TMF) Capacity
(Small Systems) Permitting Operator training and certification
4. Other Topics: Demonstration of treatment processes System reliability Emerging issues and research needs
3:45 pm Wrap Up, Next Steps, and Schedule
4:00 pm ADJOURN
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Potable Reuse Commission
Develop a framework for potable reuse implementation in Florida to augment future water supply and support water quality initiatives.
Advise elected officials and regulatory agencies on statutory and regulatory challenges and present consensus based solutions.
Mission
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• Consensus based effort by water professionals and a diverse stakeholder group to identify and address technical, regulatory, and implementation barriers to potable reuse in Florida.
• For the 2019 legislative session, the PRC will provide the underlying statutory framework for the implementation of potable reuse.
• The PRC will provide leadership in developing the regulatory framework for implementation of potable reuse as an alternative water supply option (right water, right time, and right place).
Guiding Principles
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Deliverables
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1. Proposed Legislation - Language/Outline of Legislation to provide State
Agencies the authority and direction to move forward with Potable Reuse
regulations and the structure needed to implement regulations to provide
potable reuse as an optional alternative water supply source.
2. Direct Potable Reuse Framework / Path Forward (Regulations) – Review of
existing regulations for the identification of limitations to Direct Potable Reuse
and suggested rule changes to allow Potable Reuse. Identification of the
overall process and a schedule to implement Direct Potable Reuse regulations.
This document will identify overall PRC process, stakeholder concerns and
solutions, and required next steps to implement Potable Reuse as option for
Florida's water suppliers
Potable Reuse CommissionPRC Chair - WRF
Lynn Spivey
• City of Plant City –Director of Utilities
PRC Vice Chair – WRFL
Bart Weiss
• Hillsborough County –Division Director Reclaimed Water and Discharge Elimination Division -
PRC Vice Chair – FWEA UC
Paul Steinbrecher
• JEA –Director, Enviro Svcs Permitting & Assessments
• Alt –Gainesville Regional Utility - Rick Hutton
PRC Vice Chair – FSAWWA UC
Brian Wheeler
• TOHO Water Authority –Director
• Alt – City of Boca Raton -Lisa Wilson Davis
FWEA UC Utility
JoAnn Jackson
• City of Altamonte Springs –Director of Water, Wastewater and Reuse
FSAWWA UC Utility
Chuck Weber
• City of Tampa –Water Depart. Director
Agriculture
Kerry Kates
• Fl Fruit & Veg Assoc. – Director of Water & Natural Resources
Florida Dept of Health
Dean Bodager
• Bureau of Epidemiology’s Food & Waterborne Disease Surveillance –Environmental Epidemiologist
Environmental
Garrett Wallace
• Nature Conservancy of FL –Manager of Government Relations
Public Health /State Univ.
Dr. Donna Petersen
• USF College of Public Health –Dean
Assoc. Ind. of Florida
Jim Spratt
• Magnolia Strategies - Owner
Ex-Officio Members: Florida’s Water Management Districts and Florida Department of Environmental Protection
January
• No Meeting
• Setup Up PRC
• Funding
• Facilitator
February
• Intro/Background
• Kickoff Mtg
• Schedule /Focus Group Topics/PRC Focus Topic Chair selection
March
•Existing Regulations
•Existing Laws
•Policy Needed
April
• Workshop #1
• Direct Potable Reuse
• April 11 PRC Meeting
May
• Focus Topic
• Review of Deliverables
June
• Focus Topic
• Review of Deliverables
2018 & 2019 Schedule
July
• Focus Topic
• Review of Deliverables
August
• Focus Topic
• Review of Deliverables
September
• Draft Framework
October
• 2nd Draft Framework
November
• Final Framework
• Advocacy Planning
Dec to June
• Advocacy
Upon successful legislative approval, the regulatory process will follow
• Meetings are publicly noticed in the FAR
• Meeting agendas, notes, and supporting materials will be posted on http://www.watereuseflorida.com/
Meeting Dates
Date Meeting Location
March 16, 2018 Potable Reuse Commission Toho Water Authority
April 6, 2018 Regulatory Framework
Workshop #1
Kissimmee Civic Center
April 11, 2018 Potable Reuse Commission Toho Water Authority
May 18, 2018 Potable Reuse Commission Toho Water Authority
June 15, 2018 Potable Reuse Commission Toho Water Authority
Drivers for Potable Reuse
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FLORIDA
Year 2016 2020 2025 2030 2035 2040 2045
Population
(millions)20.15 21.43 22.94 24.24 25.39 26.43 27.38
% Increase
from 20166% 14% 20% 26% 31% 36%
Water Supply
➢Increasing Population and
Water Demands
➢ Drought and Water Scarcity
➢Decreasing availability of low- cost
freshwater
➢Minimum Flows and Levels
➢Salt water Intrusion
➢Manage the Cost of Water
➢Central Florida Water Initiative
Water Quality
➢Anticipation of Future
Discharge Regulations
• Surface water
• Coastal discharge
➢Total Maximum Daily Loads
(TMDLs)
Drivers for Potable Reuse in Florida
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• Reliability of Local Supply
• Diversification of Water Portfolio
• Optimization of Local Resource
• Purple Pipe is Maturing
• Cost
• O&M
• Extension of Service Area
• Triple Pipe
Additional Reasons to Support Potable Reuse
Overview of Existing Rules/Regulations for Reuse in Florida
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Florida Statues and Florida Administrative Code Chapters
The waters of the state are among its basic resources. Such waters should be managed to conserve and protect natural resources and scenic beauty and to realize the full beneficial use of the resource. Recognizing the importance of water to the state, the Legislature passed the Water Resources Act, Chapter 373, F.S., and the Air and Water Pollution Control Act, Chapter 403, F.S. (62-40.100 Declaration and Intent)
TITLE XXVIII NATURAL RESOURCES; CONSERVATION, RECLAMATION, AND USE
Chapter 373 – WATER RESOURCES
Part II – Permitting of Consumptive Uses of Water (ss. 373.203-373.250)
373.223 – Conditions for a permit – “Three-Prong Test”
373.250 – Reuse of reclaimed water – Reclaimed water is an alternative
water supply and is eligible for AWS funding
Florida Statues
TITLE XXIX PUBLIC HEALTH
Chapter 403 – ENVIRONMENTAL CONTROL
Part I – Pollution Control
403.064 – Reuse of reclaimed water – Requires consistency
between domestic wastewater permits issued by FDEP and
requirements for reuse contained in CUPs issued by the WMD
403.087 – Underground Injection Control Permitting - Requires a
permit for any stationary installation that is reasonably expected to
be a source of air or water pollution
Florida Statues
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Florida Administrative Code Chapters
• CHAPTER 62-40 – Water resource Implementation Rule
• CHAPTER 62-555 -Permitting, Construction, Operation, and Maintenance of Public Water Systems
• CHAPTER 62-550- DRINKING WATER STANDARDS, MONITORING, AND REPORTING
• CHAPTER 62-600 - DOMESTIC WASTEWATER FACILITIES
• CHAPTER 62-610 - REUSE OF RECLAIMED WATER AND LAND APPLICATION
CHAPTER 62-610 - REUSE OF RECLAIMED WATER AND LAND APPLICATION
PART I
GENERAL
PART II
Slow-rate Land Application Systems,
Restricted Public Access
PART III
Slow-rate Land Application Systems; Public
Access Areas, Residential Irrigation, and
Edible Crops
PART IV
Rapid-rate Land Application Systems (Rapid
Infiltration Basins and Absorption Fields)
PART V
Ground Water Recharge and Indirect Potable
Reuse
PART VI
Overland Flow Systems
PART VII
Industrial Uses of Reclaimed Water
PART VIII
Permitting
62-610.425: Cattle Grazing
62-610.466: Aquifer Storage and Recover (ASR)
62-610.475: Edible Crops
62-610.476: Toilet Flushing and Fire Protection
62-610.514: Storage Requirements
62-610.560: Ground Water Recharge by Injection
62-610.562: Salinity Barrier Systems
62-610.564: Pilot Testing Program
62-610.668: Cooling Water Applications
62-610.669: Use of Reclaimed Water at WWTP
62-610.76: Industrial Discharge Limitations
62-610.830: Storage Lakes and Ponds
62-610.865: Blending Demineralization Concrete with Reclaimed Water
Rule 62-610: Reuse of Reclaimed Water and Land
Application
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GROUND WATER RECHARGE AND INDIRECT POTABLE REUSE
• 62-610.550 Description of System
• 62-610.552 Effective Date (Repealed)
• 62-610.553 Minimum System Size
• 62-610.554 Discharge to Class I Surface Waters
• 62-610.555 Discharge to Other Surface Waters
• 62-610.556 Land Application
• 62-610.560 Ground Water Recharge by Injection
• 62-610.562 Salinity Barrier Systems
• 62-610.563 Waste Treatment and Disinfection
• 62-610.564 Pilot Testing Program
• Rule 62-610.563, F.A.C., defines two levels of treatment and disinfection: “principal treatment and disinfection,” and “full treatment and disinfection.”
• These two levels of treatment and disinfection, or specific components of these levels of treatment and disinfection, shall be applied to ground water recharge and indirect potable reuse projects as required by other rules within Part V.
Recharge and Indirect Potable Reuse
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Tributary to the reservoir
Principal Treatment
Secondary WW Treatment
High Level Disinfection
TSS < 5 mg/LTN < 10 mg/L
Full Treatment
Primary MCLs
Secondary MCLs
TOC = 3 mg/L
TOX = 0.2 mg/L
Potable Water Treatment Plant
Class I Water Body
500’
< 4 hrsTravel Time
Principal Treatment
Secondary WW Treatment
High Level Disinfection
TSS < 5 mg/LTN < 10 mg/L
Full Treatment
Primary MCLs
Secondary MCLs
TOC = 3 mg/L
TOX = 0.2 mg/L
> 4 hrs and < 24 hrsTravel Time
> 24 hrsTravel Time
Fall Outside of Part V
Principal Treatment
Secondary WW Treatment
High Level Disinfection
TSS < 5 mg/LTN < 10 mg/L
Full Treatment
Primary MCLs
Secondary MCLs
TOC = 3 mg/L
TOX = 0.2 mg/L
Principal Treatment
Secondary WW Treatment
High Level Disinfection
TSS < 5 mg/LTN < 10 mg/L
Full Treatment
Primary MCLs
Secondary MCLs
TOC = 3 mg/L
TOX = 0.2 mg/L
62-610.554 Discharge to Class I Surface Water and 62-610.555 Discharge to Other Surface Waters
• Preapplication waste treatment shall result in a reclaimed water that meets, at a minimum, secondary
treatment and high-level disinfection.
• The reclaimed water shall not contain more than 5.0 mg/L of total suspended solids before application of
the disinfectant.
• Filtration shall be provided for total suspended solids control. Chemical feed facilities for coagulants,
coagulant aids, or polyelectrolytes shall be provided and maintained. Such chemical feed facilities may be
idle if the reclaimed water limitations are being achieved without chemical addition.
• Filtration is an important component of the wastewater treatment facility. By removing TSS before
disinfection, filtration serves to increase the ability of the disinfection process to inactivate virus and other
pathogens. Filtration also serves as the primary barrier for removal of protozoan pathogens
(Cryptosporidium, Giardia, and others). Addition of chemical coagulants generally increases the
effectiveness of pathogen removal.
• Total nitrogen shall be limited to 10 mg/L as nitrogen as a maximum annual average limitation.
Principal Treatment and Disinfection Requirements
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• Drinking water standards.
• The parameters listed as primary drinking water standards shall be applied as maximum single sample permit limits. The primary drinking
water standard for asbestos shall not apply. The primary drinking water standards for bacteriological parameters shall be applied as the
disinfection standard as described in subsection 62-550.310(3), F.A.C., except that public notification requirements shall not apply. The
primary drinking water standard for sodium shall be applied as a maximum annual average permit limitation. The multipliers established in
subparagraph 62-600.740(1)(b)2., F.A.C., shall be used to establish maximum monthly and single sample maximum permit limits for sodium.
• All pH observations in the reclaimed water shall fall within the pH range established in the secondary drinking water standards.
• Additional reductions of pollutants which otherwise would be discharged in quantities which would reasonably be anticipated to pose risk to
public health because of acute or chronic toxicity shall be required.
• Total organic carbon (TOC) shall not exceed 3.0 mg/L as the monthly average limitation. No single sample shall exceed 5.0 mg/L.
• Total organic halogen (TOX) shall not exceed 0.2 mg/L as the monthly average limitation. No single sample shall exceed 0.3 mg/L.
• The treatment processes shall include processes which serve as multiple barriers for control of organic compounds and pathogens.
• Treatment and disinfection requirements imposed by Rule 62-610.563, F.A.C., are additive to other effluent or reclaimed water limitations
imposed by other rules (such as WQBEL limits designed to protect surface water quality, which are imposed by Chapter 62-650, F.A.C.).
• All ground water recharge and indirect potable reuse projects regulated by Part V shall implement pretreatment programs in accordance with
Rule 62-610.330, F.A.C.
Full Treatment Disinfection 62-610.563(3)(b), F.A.C
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Water Supply Well
To WTP
Principal Treatment
Secondary WW Treatment
High Level Disinfection
TSS < 5 mg/LTN < 10 mg/L
Full Treatment
Primary MCLs
Secondary MCLs
TOC = 3 mg/L
TOX = 0.2 mg/L
Principal Treatment
Secondary WW Treatment
High Level Disinfection
TSS < 5 mg/LTN < 10 mg/L
Full Treatment
Primary MCLs
Secondary MCLs
TOC = 3 mg/L
TOX = 0.2 mg/L
Recharge Zone Less than or equal to 3,000 mg/L TDS
Unclear if Zone of Discharge Allowed for
Secondary MCLs
Recharge Zone Greater than 3,000
mg/L TDS
Zone of Discharge Allowed for
Secondary MCLs, Prohibited for Primary MCLs
Less Restrictive limits allowed if:• Aquifer Exemption has been Granted• Parameter Exemption has been Granted
< 500 Feet < 500 Feet
62-610.560 Ground Water Recharge by Injection
Water Supply Well
To WTP
Principal Treatment
Secondary WW Treatment
High Level Disinfection
TSS < 5 mg/LTN < 10 mg/L
Full Treatment
Primary MCLs
Secondary MCLs
TOC = 3 mg/L
TOX = 0.2 mg/L
Recharge Zone 1,000 to 3,000 mg/L TDS
Zone of Discharge Allowed for
Secondary MCLs, Prohibited for Primary MCLs
Less Restrictive limits allowed if:• Aquifer Exemption has been Granted• Parameter Exemption has been Granted
Must be > 1,000 Feet
62-610.562 Salinity Barrier Systems
XDesigned to Prohibit Recovery of Injected Water
Requires demonstration of need to control the landward or upward movement of salt water and the ability of the project to mitigate this movement
Florida IPR and DPR Projects
Sponsor Program OperatedCapacity
(each train)
Pilot/Demo Program
Cost ($M)Notes
City of Plantation
Advanced
Wastewater
Treatment Pilot
Project
Sep. 2007-
Mar. 2008
(7 months)
10 GPM$0.3M
(2007)
Alt 1: 2.0 months
Alt 2: 2.5 months
Alt 3: 0.5 month
Hazen 2008. “City of Plantation, Final Report,
Advanced Wastewater Treatment Pilot Project.
Miami-Dade
County
Coastal Wetlands
Rehydration
Demonstration Pilot
Project
Feb. 2009-
Jul. 2009
(5 months)
120 GPM
(Total)
$1.7M
(2009)
Deep bed sand filtration included in pilot since
upgrades to South District WRF were incomplete
IX for nitrogen removal
Several vendors tested for each component : MF (5),
RO (5), UVAOP (2), IX resin (2).
Town of Davie
Advanced
Wastewater
Treatment for Aquifer
Recharge and
Indirect Potable
Reuse Pilot Study
Jul. 2010-
Jan. 2011
(7 months)
15 GPM N/A
AECOM 2011. “Town of Davie, Advanced
Wastewater Treatment for Aquifer Recharge and
Indirect Potable Reuse Pilot Study.”
City of Pembroke
Pines
Aquifer Recharge
Pilot Plant
Nov. 2010-
Jan. 2011
(3 months)
12 GPM N/A N/A
City of HollywoodEffluent Recharge
Treatment Pilot Study
Jan. 2013-
Nov. 2013
(11 months)
10 GPM$3.0M
(2013)
Other trains were also tested.
Hazen 2014. “City of Hollywood, Florida, Effluent
Recharge Treatment Pilot Study: Final Report.”
Florida IPR and DPR Projects
Sponsor Program OperatedCapacity
(each train)
Pilot/Demo Program
Cost ($M)Notes
City of ClearwaterGroundwater
Replenishment
Jul. 2013-
Jun 2014
(12 months)
20 GPM$2.7M
(2013)
Innovative testing of post-treatment technologies for
mitigating impacts in the aquifer
Pilot Funded with Matching Funds from SWFWMD
Hillsborough
County
Direct Potable Reuse
DemonstrationJul. 2016
2 GPM
Batch
~$0.2M
(est.) (2016)
First DPR Pilot in Florida Cleared by FDEP to Produce
Water for Human Consumption
Multiple Processes Operated in Batch Mode
UF 6 GPM, RO 2 GPM, UVAOP 8 GPM.
Produced water for the 2016
WateReuse Symposium
City of Altamonte
SpringspureALTA
2016-2017
(12 months)20 GPM $1.0M (2016)
Fifty percent of pilot costs provided by the St. Johns River
Water Management District (SJRWMD) under its Rural
Economic Development Initiative (REDI) Community &
Innovative Cost-Share Program
Jacksonville
Electric Authority
(JEA)
Water Purification
Treatment (WPT)
Evaluation and Pilot
Testing
(Under construction
) 2017-2018
(12 months)
20 GPM each
(0.029 MGD)
$2M (est.)
(2017)Phase 1 Pilot
City of Daytona
Beach
Potable Water
Supplementation
Program
Demonstration Test
System
June 2016 – March
20201 MGD $8M (est.) (2017)
Demonstration Facility Under Construction
Side by side testing of UF (2) and RO (2).
Received $1M funds from the SJRWMD
City of Tampa
Tampa Augmentation
Project – Recharge and
Recovery
Preliminary Design 50 mgd TBD UIC Permit Submitted
Questions
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