Next Hurdle: 1,2,3-Trichloropropane. Kevin Berryhill

Similar documents
Treating Cyanotoxins with Granular Activated Carbon

GAC for PFC Removal. Eric Forrester. Application Engineer P: E: Calgon Carbon Corporation 2017 Slide 1

Hannibal Chloramine Replacement Evaluation

New Jersey Drinking Water Quality Institute Treatment Subcommittee June 30, 2016

NON-ECONOMIC ADVANTAGES OF UV-OXIDATION FOR 1,4-DIOXANE TREATMENT. New York s Water Event April 25, 2017

UNIT WELL 15 VOLATILE ORGANIC COMPOUND (VOC) MITIGATION

Integrated Ozone Enhanced Biofiltration for Water Reuse

NEWMOA PFAS Technical Workshop Activated Carbon

Granular Activated Carbon System

GROUNDWATER INFORMATION SHEET. Tetrachloroethylene (PCE)

CHLORAMINE REPLACEMENT ALTERNATIVE EVALUATION

Removal of 1,4-Dioxane from Groundwater Using Advanced Oxidation

Getting to Non-Detect PFOS as Quickly as Possible

6.0 Conclusions and Recommendations

City of Woodbury. Red Bank Water Treatment Plant - Treatment Alternatives Analysis November 2016

HSGAC: A Site Specific Granular Activated Carbon Model Design Tool

Advanced Oxidation Processes: Treatment of 1,4-Dioxane and VOCs for Potable Water Applications

The Effect of Volatile Organic Compounds on GAC Adsorbers

FEASIBILITY ANAYLYSIS FOR THE TREATMENT OF 1,4-DIOXANE ON LONG ISLAND

Likely Future Regulatory Implications in Arizona: Chromium VI and Carcinogenic VOCs

DW Module 23: Organic Removal Answer Key

Sulfur Modified Iron: A Versatile Media for Ex Situ Water Treatment

Katie Porter (ARCADIS) Zaid Chowdhury (ZKC Consulting) Detlef Knappe (NSCU) David Cornwell and Richard Brown (EE&T)

Arsenic Rule Compliance. Purpose. Learning Objectives. Arsenic is a primary drinking water contaminant, regulated by USEPA.

DBP Treatment Strategies. Learning Objectives. DBP Control Options Optimize existing facilities

THIS POLICY DOES NOT HAVE THE FORCE OF LAW

Occurrence, Fate, and Remediation of the Emerging Contaminant 1,2,3-Trichloropropane

BLACK & VEATCH MEMORANDUM 1.0 PURPOSE 2.0 BACKGROUND. 2.1 Project Overview

Municipal Capabilities

Disinfection By-Products

ENHANCED ACTIVATED CARBON AND PERFORMANCE PREDICTION USING A NOVEL TEST METHOD

Mobile Water Treatment Trailer

TREATMENT OF MTBE CONTAMINATED WATER USING UV/CHLORINE ADVANCED OXIDATION PROCESS

1,2,3-TCP Remediation in Groundwater: Biological Reduction and Chemical Reduction using ZVZ

Cary/Apex Water Treatment Facility- Ozone Biofiltration Pilot Study

2016 Report on Public Health Goals Artesia System

Practical OBG PRESENTS: Aspects of Implementing a 5-MGD Treatment System to Remove PFOA and PFOS from a Public Drinking Water Supply

Sustainable Removal of Poly- and Perfluorinated Alkyl Substances (PFAS) from Groundwater Using Synthetic Media

Village of Skaneateles Cyanotoxin Treatment Evaluation. Edwin C. Tifft Jr. Water Supply Symposium Erica Goldin September 20, 2018

Arsenic Treatment - Lessons From the Past Few Years

GROUNDWATER INFORMATION SHEET. Methyl tertiary-butyl ether (MTBE)

SURFACE WATER TREATMENT OF POLY- AND PERFLUOROALKYL SUBSTANCES

Comparing Carbons for Disinfection Byproduct Control. Maggie H. Pierce, EI Sara N. Gibson, PE Mark M. Bishop, PE David S.

Siva Sarathy and Mihaela Stefan

Joseph Roccaro Water Quality Engineer Suffolk County Water Authority LI Water Conference Legislative Breakfast March 9, 2018

UTILIZING AN ON-LINE TTHM ANALYZER TO AID IN COMPLIANCE WITH DBP REGULATIONS

City of Delano: Biological Nitrate Removal Using the biottta System. June 19, 2015

Contaminants in CA Reuse Context

ATTACHMENT A TO THE AGREEMENT FOR ENGINEERING SERVICES. Project: Chloramine Replacement Alternative Evaluation

Another Tool in Our Toolbox

ARSENIC IN DRINKING WATER

Emerging Contaminants and Treatment Technologies, Including PFAS, 1,4-dioxane and TCP. Steve Woodard, Ph.D., P.E.

Innovative Options for Ex-Situ Removal of Perchlorate and Explosives in Groundwater

Remediation of 1, 4-Dioxane

Zero-Valent Zinc Shows Promise for Removing TCP from Groundwater

Using work breakdown structure models to develop unit treatment costs

Removing Algal Toxins from the Toledo Tap

Technical Memorandum 3 POTABLE REUSE PLANNING TOOLS AND CASE STUDIES

Oxelia OXIDATION-ENHANCED BIOLOGICALLY ACTIVE FILTRATION

Biological Treatment for Hexavalent Chromium at the City of Davis

Pilot Study Report. Z-92 Uranium Treatment Process

Pump & Treat Remediation

Aeration Strategies for TTHM Control

2012 Water Research Foundation. ALL RIGHTS RESERVED.

A REVIEW OF ARSENIC REMOVAL TECHNOLOGIES AND TECHNOLOGY SELECTION APPROACH ZAID CHOWDHURY, PHD, PE, BCEE

San Diego s Advanced Water Purification Demonstration Project: Performance & Integrity

Physical and Chemical Processes for Advanced Wastewater Treatment

Effective PFAS Removal with Single-Use Selective Ion Exchange Resin

Organics in Drinking Water 1

Water Reuse: Solution for Water Supply

UNIT WELL 15 VOLATILE ORGANIC COMPOUND (VOC) MITIGATION

Palladium Based Bimetallic Catalysis and Applications in Groundwater Remediation

11/5/2018 PFNA AND 1,2,3 TCP THE ROAD TO REGULATION OF TWO CONTAMINANTS DRINKING WATER QUALITY INSTITUTE (DWQI) OVERVIEW. New Jersey Rule Process

11/20/2018. Drinking Water Quality Institute (DWQI) RULE CHANGES OVERVIEW. New Jersey Rule Process

Innovative Groundwater Treatment. Sarah Wilson, Anna Comerton and Elia Edwards OWWA/OMWA Joint Annual Conference London, ON; May 4-7, 2014

Process Treatment Selection and. Jeff Macomber, P.E. One Water Conference August 28, 2014

UNIT WELL 15 VOLATILE ORGANIC COMPOUND (VOC) MITIGATION

Synthetic Media for Removal of 1,4-Dioxane From Groundwater

MTBE Fact Sheet #2 Remediation Of MTBE Contaminated Soil And Groundwater Background

PILOT TESTING OF A BIOREACTOR FOR PERCHLORATE- CONTAMINATED GROUNDWATER TREATMENT

ACHIEVING STAGE 2 DBPR COMPLIANCE THROUGH SYSTEM OPTIMIZATION AND EFFICIENT USE OF POST-FILTRATION GAC: A 5 YEAR CASE STUDY

Table of Contents. LIST OF FIGURES Figure 2-1 Simplified Process Flow Diagram for Sweeney WTP... 3

Water & Environmental Technology Center. An Industry & University Cooperative Research Center

Cape Fear Public Utility Authority PROGRESS UPDATE NO. 3

City: NORTH HOLLYWOOD SAN FERNANDO VALLEY (AREA 1) Site Information: Site Alias Name(s): Record of Decision (ROD):

Synthetic Media for Removal of 1,4- Dioxane From Groundwater

UNREGULATED CONTAMINANTS:

THE SYNERGISTIC EFFECTS OF DESIGNING OZONE WITH A BIOLOGICALLY ACTIVE FILTER

Drinking Water Analysis Guide

A Flight Plan for Success: Practical Aspects of Pilot Testing in Planning, Design and Optimization

A Summary of Best Available and Emerging Treatment Technologies for Treating Poly- and Perfluoroalkyl Substances

Catalytic Treatment of NDMA- and TCE-Contaminated Groundwater JSEM 2006

Appendix D JWPCP Background and NDN

Cyanotoxin Evaluation and Treatment in the New York State Finger Lakes Region Pennsylvania AWWA Annual Conference

With the deadlines for Stage 2 Disinfectants

COMPARATIVE EVALUATION OF SIX DIFFERENT GRANULAR ACTIVATED CARBON FOR TCP REMOVAL USING RAPID SMALL SCALE COLUMN TEST

Advances in Treatment for Potable Reuse

UCMR4 and Other Future Regulations

Future Drinking Water Regulations

Treatability Study and Reverse Osmosis Pilot Study of Industrial Wastewater at a Wood Products Mill

Transcription:

Next Hurdle: 1,2,3-Trichloropropane Kevin Berryhill

Agenda 1. Background 2. Origin of TCP 3. Regulations 4. Treatment Alternatives 5. Treatment Cost

Where Does TCP Come From? Notification Level established after TCP s discovery at the Burbank Superfund site primary possible contaminating activity appearing to be hazardous waste sites

Where Has TCP Been Found?

Where Does TCP Come From?

Significant Impact on Rural Areas Agricultural origin Agriculture occurs in rural areas Rural areas have small water systems Small water systems have no money

An Underreported Problem? California UCMR (2001 2003) Prior to DLR=0.005 µg/l Sample at source or entry point <150 connections exempt EPA UCMR 3 (2013 2015) Systems > 10,000 people 800 representative PWSs Sample at entry point MRL = 0.03 µg/l Private Wells

Laboratory Analytical Constraints Detection Limit = 5 ng/l Equal to the notification level 7 times greater than the PHG Specific California-approved analytical methods Sanitation and radiation laboratories purge and trap GC/MS Sanitation and radiation laboratories liquid-liquid extraction GC/MS EPA 504.1 (accuracy must be demonstrated by laboratory) EPA 551.1 (accuracy must be demonstrated by laboratory) USEPA methods 502.2 and 524.2 are not adequate for TCP

Why Regulate TCP? Carcinogen Recognized as human carcinogen by California Classified as likely to be by the EPA 0.7 ppt health goal based on 1 in a million cancer risk Known toxin 100% man-made Byproduct of chemical synthesis Does not degrade naturally In wine there is wisdom, in beer there is freedom, in water there is TCP -Benjamin Franklin Denser than water

How is TCP Currently Regulated? Notification Level 0.005 µg/l (1999) PHG 0.0007 µg/l (2009) TCP is not regulated by the U.S. EPA MCL 0.8 µg/l (mid-80s) MCL 0.6 µg/l (2005) MCL currently under review

Regulatory Process Draft MCL in 2014 45 day comment period 30 day administrative review Effective within 5 months Up to 6 months to sample

Treatment Alternatives There is no Best Available Technology (BAT) for TCP Look at what works for other VOCs Air stripping / packed tower aeration Reverse osmosis (RO) Advanced oxidation processes (AOP) Granular activated carbon (GAC)

Air Stripping Chemical Molecular Weight Henry s Law Constant (atm-m 3 /mol) Dibromochloropropane (DBCP) 236.2 0.0002 Methyl tertiary-butyl ether (MTBE) 88.0 0.0007 Tetrachloroethylene (PCE) 165.85 0.015 Trichloroethylene (TCE) 131.2 0.009 1,2,3-Trichloropropane (TCP) 147.43 0.0003 The lower the Henry s Law constant, the poorer the treatment performance 10 26% Removal

Reverse Osmosis At least one operational RO treatment plant removing TCP Bench-scale study (Fronk, Lykins & Carswell, 1990) Several membranes tested 39 to 85% rejection of TCP Brine disposal issues RO is a very expensive way to achieve incomplete removal of TCP

Advanced Oxidation AOP is likely to be a technically viable treatment alternative Ozone More viable for higher influent levels HiPOx study (Dombeck and Borg, 2005) Peroxide UV

Potential AOP Byproducts Tratnyek, P.G., V. Sarathy, and J.H. Fortuna. (2008) Fate and Remediation of 1,2,3-Trichloropropane. In Proceedings of the Sixth International Conference on Remediation of Chlorinated and Recalcitrant Compounds

Biological Treatment Natural biodegradation is insignificant Bacterial directed evolution studies are in in work. Even superbugs could require days or weeks to act.

Granular Activated Carbon (GAC)

Granular Activated Carbon Effective for almost all organic contaminants Reliable Simple All existing TCP removal plants use GAC

Existing GAC Facilities Existing GAC treatment facilities removing TCP include: Alhambra, CA Burbank Operable Unit, CA Fresno, CA Glendale, CA Honolulu, HI Kaanapali, HI Maui, HI Oceanside, CA San Jerardo, Salinas, CA Tustin, CA

GAC Vessel Configuration Carbon characteristics Series vs. parallel Empty bed contact time (EBCT)

Carbon Characteristics Substrate material Coconut Coal (anthracite, bituminous, lignite) Peat Adsorption properties (iodine number, molasses number, tannin value) Gradation, uniformity Hardness, abrasion resistance

Empty Bed Contact Time (EBCT) V(gal) Q(gal/minu te) minutes Raw Water Exhausted GAC Higher EBCT Lower EBCT Exhausted GAC Mass Transfer Zone Mass Transfer Zone Unutilized GAC Unutilized GAC Treated Water

Series vs. Parallel? Raw Water Exhausted GAC Mass Transfer Zone TCP is coming out of the filter, but This carbon still has capacity left Treated Water TCP detected

Series vs. Parallel? Lead Vessel Lag Vessel Exhausted GAC Mass Transfer Zone Unutilized GAC No TCP Treated Water Treated Water The second vessel will allow us to more fully utilize the carbon in the first vessel

When Do You Replace Carbon? Lead Vessel Lag Vessel Exhausted GAC Detected at 5 ng/l Already at 0.7 ng/l PHG? PHG < DLR TCP slips through monitoring Replace carbon in lead vessel based on 50% or 75% sample port in lag vessel

Carbon Usage Chemical Molecular Weight Log Octanol-Water Partition Coefficient (K ow ) Dibromochloropropane (DBCP) 236.2 2.43 Methyl tertiary-butyl ether (MTBE) 88.0 1.13 Tetrachloroethylene (PCE) 165.85 3.14 Trichloroethylene (TCE) 131.2 2.36 1,2,3-Trichloropropane (TCP) 147.43 2.26 Usage Rate Prediction Methods Computer modeling Bottle point adsorption isotherms Rapid small-scale column testing (RSSCT) Small-scale pilot or bench studies Full-scale testing A value of 0.1 lb GAC / 1,000 gallons has been assumed pending a site specific water quality evaluation and testing

Bottle Point Isotherm Multiple bottles with different carbon weights added

Rapid Small Scale Column Test (RSSCT) Most practical way to estimate carbon usage Logistics Two 55-gallon drums of water 6 weeks Approximately $8,500 per test Limitations Inherent assumptions in model Snapshot in time Neglects biological activity Neglects GAC bed backwashing One batch of carbon Apply a factor of safety!

Pilot Testing More accurate than RSSCT Accounts for variations in raw water quality Captures biological effects Long-term test (Hopefully!)

Water Quality Considerations Background TOC= 250,000 ng/l TCP levels may not significantly affect carbon usage rates Background organics may be more critical DBCP is often found in the same well TCP = 5 ng/l

Nitrate Spikes Source water nitrate > 22 mg/l (as NO3) Effect similar to chromatographic peaking Occurs following shutdowns and backwashes Handled by: Nitrate monitoring Flush-to-waste

GAC Site Appurtenances Access for delivery Washwater disposal Initial washing Backwashing for head loss reduction Aesthetic considerations

Next Steps Recommendations for Utilities: Explore funding sources for construction and operation of the treatment system Factor into rates Responsible party Grant & SRF funding once MCL is established Measure TOC Compile NO 3 (nitrate) data Develop accurate production data Consider RSSCT testing

Kevin Berryhill (559) 449-2700 kberryhill@ppeng.com