Treatment techniques for control of disinfection byproduct (DBP) precursors.

Similar documents
MONITORING PLAN FOR THE DISINFECTANTS/DISINFECTION BYPRODUCTS RULES

Instructions. Disinfectants and Disinfection Byproducts Rule (DBPR) Monitoring Plan Template 6/4/03

Part XXIII Stage 2 Disinfection Byproducts

Example Plan Small PWS

EW-90 MONTHLY OPERATIONAL REPORT DATA INSTRUCTION SHEET

Environmental Management Chapter ALABAMA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT WATER DIVISION - WATER SUPPLY PROGRAM ADMINISTRATIVE CODE

Annex A TITLE 25. ENVIRONMENTAL PROTECTION PART I. DEPARTMENT OF ENVIRONMENTAL PROTECTION. Subpart C. PROTECTION OF NATURAL RESOURCES

Public water system classification and staffing requirements.

* * * * * * * * * * * * * * *

Enhanced Coagulation and Enhanced Precipitative Softening Guidance Manual

Inorganic chemical monitoring requirements.

Disinfection Byproducts Rules and Regulations Update Presented by: Turner Morrison II D/DBP Rule Manager Public Water Supply Section.

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

Coliform monitoring requirements.

Small Water System Compliance Monitoring, Compliance Determination & Waivers

THIS POLICY DOES NOT HAVE THE FORCE OF LAW

THM Analysis From Compliance to Optimization

THIS POLICY DOES NOT HAVE THE FORCE OF LAW

Data Analytics and Water Treatment Process Optimization

Disinfection By-Products Reduction and SCADA Evaluation and WTP Sludge Removal System and Dewatering Facility

Side by Side Piloting of Process Alternatives Yields Direct Performance Comparison

Reporting Monitoring Data

Ferric Sulfate Success Story - OWASA s Switch to Ferric Sulfate Leads to a Reduction in Disinfection Byproducts

A. Yavich, Ph.D., P.E. Optimization Solutions Environmental, LLC Grand Rapids, MI

FROM RAW WATER INTAKE TO DISTRIBUTION NETWORK: THE JOURNEY OF DBP CONTROL

Isabelle Papineau, Ph.D., École Polytechnique de Montréal Yves Dionne (V de G) and Benoit Barbeau (EPM)

CHLORITE, BROMATE, AND CHLORINE DIOXIDE MONTHLY OPERATING REPORT

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

Online Organics Monitoring for Rapid Process Control of Drinking Water and Wastewater Treatment Operations

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

General Permit No. OKG38 Page 2 Part I

Dipti Shah, Town of Gilbert Tuesday, January 25, 2011

DISCUSSION PAPER. 1 Introduction. 2 Existing Legislation and Guidelines

Stage 1 Disinfectants and

Disinfection By-Products Reduction and SCADA Evaluation and WTP Sludge Removal System and Dewatering Facility

TITLE 252. DEPARTMENT OF ENVIRONMENTAL QUALITY CHAPTER 631. PUBLIC WATER SUPPLY OPERATION SUBCHAPTER 1. INTRODUCTION

Subj: U.S. DRINKING WATER QUALITY STANDARDS FOR U.S. NAVY INSTALLATIONS OVERSEAS

Trihalomethane Formation Concern

SAFE DRINKING WATER ACT REGULATORY UPDATE 2004

HSGAC: A Site Specific Granular Activated Carbon Model Design Tool

May 15, U.S. Environmental Protection Agency Docket ID No. EPA HQ OA Dear Docket:

SYSTEMATIC APPROACH TO WATER TREATMENT PLANT PROCESS OPTIMIZATION

Chlorine Dioxide Feed System for Pre-Oxidation

With the deadlines for Stage 2 Disinfectants

Summary of Flint s Implementation of Veolia s Recommendations

The Wait is Over Tier 3 and 4 Operational Evaluation Level Reporting

TITLE 252. DEPARTMENT OF ENVIRONMENTAL QUALITY CHAPTER 631. PUBLIC WATER SUPPLY OPERATION

California Regulations Related to Drinking Water

Expanding Capacity and Treatment. Treatment Plant

Chlorine Dioxide One Year Later. Shazelle Terry Treatment & WQ Department Manager

TITLE 252. DEPARTMENT OF ENVIRONMENTAL QUALITY CHAPTER 631. PUBLIC WATER SUPPLY OPERATION SUBCHAPTER 1. INTRODUCTION

Hannibal Chloramine Replacement Evaluation

ANNUAL DRINKING WATER QUALITY REPORT

Lafayette College Department of Civil and Environmental Engineering

Lafayette College Department of Civil and Environmental Engineering

Comparing the Leopold Clari-DAF System to Upflow Contact Clarification

The Stage 2 Disinfection By-Products Rule

Civil Engineering Department

System Assessment Reports Information Sessions. January 2013

REAL WORLD APPLICATIONS OF USING DYNAMIC SIMULATION SOFTWARE TO OPTIMIZE WATER TREATMENT PLANT PROCESS OPERATIONS

Chlorine Dioxide Feed System for Pre-Oxidation at an 8 MGD WTP

California Regulations Related to Drinking Water

Improved Jar Testing Optimization with TOC Analysis. Dondra Biller, PhD GE Analytical Instruments Boulder, CO

CHLORAMINE REPLACEMENT ALTERNATIVE EVALUATION

EPA Disinfection Profiling and

Granular Activated Carbon System

Coagulation Optimization: Improving the heart of the water treatment process

ALDERWOOD WATER & WASTEWATER DISTRICT LYNNWOOD, WASHINGTON WATER QUALITY COLIFORM AND D/DBP MONITORING PLAN

Avon Lake Corrosion Control Study and Orthophosphate Implementation. Andrew Skeriotis, Stantec Greg Yuronich, Avon Lake Regional Water

Costs and Benefits of Implementing the Disinfection Requirements Rule for Philadelphia Water

TITLE 252. DEPARTMENT OF ENVIRONMENTAL QUALITY CHAPTER 631. PUBLIC WATER SUPPLY OPERATION SUBCHAPTER 1. INTRODUCTION

The following words and terms, when used in this chapter, have the following meanings, unless the context clearly indicates otherwise: * * * * *

DEP 2003 DRINKING WATER STANDARDS, MONITORING AND REPORTING TABLE 1 MAXIMUM CONTAMINANT LEVELS FOR INORGANIC COMPOUNDS

Meeting Manganese Removal Goals: A Pilot Study

Department of Civil Engineering, IIT Delhi (India) CVL722 (Sem1, ) (Dr. Arun Kumar;

Using a Pilot Plant to demonstrate how raw water alkalinity can influence the treatment of drinking water

INITIAL OPERATIONAL EVALUATION REPORT TREATMENT PROCESSES AND FINISHED WATER QUALITY CITY OF TYLER, TEXAS TABLE OF CONTENTS EXECUTIVE SUMMARY...

Seasonal Source Water Quality and Treatment Challenges Town of Newburgh s Chadwick Lake Filtration Plant

Sub-Project A2: Simultaneous Removal of Inorganic Contaminants, DBP Precursors, and Particles in Alum and Ferric Coagulation

Final Report: Graham Hill Water Treatment Plant Source Water Quality Monitoring Study

Mike Nixon, E.I. Phil Locke, P.E.

Integrating Ozone and Ion Exchange into a 40 Year Old Lime Softening Plant

MONTHLY OPERATION REPORT (MOR)--ALL WATER SYSTEMS

Reducing THM via Aeration: A Case Study August 28, 2014

*** DRAFT - NOT YET FILED ***

Water Quality of Drinking Water Resources and Formation of Disinfection by-products

Balancing Microbial Control and Stage 2 DBP Rule Compliance (at Ocean City, Maryland)

CITY OF HOUSTON, TEXAS: A CASE STUDY

City of Redding Water Utility 2006 Consumer Confidence Report

Robert T. Shoaf, P.E., BCEE Presented by John Krinks, PE

TITLE 252. DEPARTMENT OF ENVIRONMENTAL QUALITY CHAPTER 631. PUBLIC WATER SUPPLY OPERATION SUBCHAPTER 1. INTRODUCTION

Another question is, does EPA have the legal authority to regulate TOC. The Senator's letter addresses that matter.

ARSENIC IN DRINKING WATER

TITLE 252. DEPARTMENT OF ENVIRONMENTAL QUALITY CHAPTER 631. PUBLIC WATER SUPPLY OPERATION

Trihalomethane Formation Concern

Cary/Apex Water Treatment Facility- Ozone Biofiltration Pilot Study

Disinfection and Disinfection Byproducts (DBP)

NJWA Presents DISINFECTION BYPRODUCTS: TREATMENT OPTIONS & CHALLENGES. Stage 2 D/DBPR. Trihalomethanes DISINFECTION BYPRODUCTS.

New Rules for Disinfection Byproducts Is your system compliant? Presentation Topics. Achieving Compliant Water Means Balancing the Ultimate Goals

CITY OF ST. LOUIS Water Quality Report 2016

Transcription:

3745-81-77 Treatment techniques for control of disinfection byproduct (DBP) precursors. (A) (B) Surface water community and nontransient noncommunity public water systems using conventional filtration and serving ten thousand or more persons shall comply with this rule beginning July 1, 2002. Surface water community and nontransient noncommunity public water systems using conventional filtration and serving less than ten thousand persons shall comply with this rule beginning January 1, 2004. Surface water systems using conventional filtration treatment shall operate with enhanced coagulation or enhanced softening to achieve the TOC per cent removal levels specified in paragraph (F) of this rule unless the system meets at least one of the alternative compliance criteria listed in paragraph (D) or (E) of this rule. Surface water systems using conventional filtration treatment shall comply with the following monitoring requirements for disinfection byproduct precursors (DBPP). (1) Routine monitoring: public water systems using surface water as a source which use conventional filtration treatment shall monitor each treatment plant for TOC no later than the point of combined filter effluent turbidity monitoring and representative of the treated water. All public water systems required to monitor under this paragraph shall also monitor for TOC in the source water prior to any treatment at the same time as monitoring for TOC in the treated water. These samples (source water and treated water) are referred to as paired samples. At the same time as the source water sample is taken, all systems shall monitor for alkalinity in the source water prior to any treatment. Public water systems shall take one paired sample and one source water alkalinity sample per month per plant at a time representative of normal operating conditions and influent water quality. (2) Reduced monitoring: public water systems using surface water as a source with an average treated water TOC of less than 2.0 mg/l for two consecutive years, or less than 1.0 mg/l for one year, may reduce monitoring for both TOC and alkalinity to one paired sample and one source water alkalinity sample per plant per quarter. The public water system must revert to routine monitoring in the month following the quarter when the running annual average treated water TOC 2.0 mg/l. (C) Public water systems may begin monitoring twelve months prior to the compliance date for the system, to determine whether step 1 TOC removals can be met. This monitoring is not required and failure to monitor during this period is not a violation. However, any public water system that does not monitor during

3745-81-77 2 this period, and then determines in the first twelve months after the compliance date that it is not able to meet the step 1 requirements in paragraph (F)(2) of this rule and must apply for alternate minimum TOC removal (step 2) requirements, is not eligible for retroactive approval of alternate minimum TOC removal (step 2) requirements as allowed by paragraph (F)(3) of this rule and is in violation of the treatment technique for TOC removal of this rule. Public water systems may apply for alternate minimum TOC removal (step 2) requirements any time after the compliance date. (D) Alternative compliance criteria for enhanced coagulation and enhanced softening systems. Surface water systems using conventional filtration treatment may use one or more of the alternative compliance criteria in paragraphs (D)(1) to (D)(7) of this rule to comply with this rule in lieu of complying with paragraph (F) of this rule. Public water systems must still comply with the monitoring requirements of paragraph (B) of this rule. (1) The system's source water TOC level, measured according to rule 3745-81-27 of the Administrative Code, is less than 2.0 mg/l, calculated quarterly as a running annual average. (2) The system's treated water TOC level, measured according to rule 3745-81-27 of the Administrative Code, is less than 2.0 mg/l, calculated quarterly as a running annual average. (3) The system's source water TOC level, measured according to rule 3745-81-27 of the Administrative Code, is less than 4.0 mg/l, calculated quarterly as a running annual average; the source water alkalinity, measured according to rule 3745-81-27 of the Administrative Code, is greater than 60 mg/l (as CaCO 3 ), calculated quarterly as a running annual average and the TTHM and HAA5 running annual averages are no greater than 0.040 mg/l and 0.030 mg/l, respectively. (4) The system's source water TOC level, measured according to rule 3745-81-27 of the Administrative Code, is less than 4.0 mg/l, calculated quarterly as a running annual average; the source water alkalinity, measured according to rule 3745-81-27 of the Administrative Code, is greater than 60 mg/l (as CaCO 3 ), calculated quarterly as a running annual average and the system has made a clear and irrevocable financial commitment not later than the effective date for compliance in paragraph (A) of this rule to use technologies that will limit the levels of TTHMs and HAA5 to no more than 0.040 mg/l and 0.030 mg/l, respectively. Systems must submit evidence of a clear and irrevocable financial commitment,

3745-81-77 3 in addition to a schedule containing milestones and periodic progress reports for installation and operation of appropriate technologies, to the director for approval not later than the effective date for compliance in paragraph (A) of this rule. These technologies must be installed and operating not later than June 30, 2005. Failure to install and operate these technologies by the date in the approved schedule will constitute a violation of the Administrative Code primary drinking water regulations for control of disinfection byproduct precursors. (5) The TTHM and HAA5 running annual averages are no greater than 0.040 mg/l and 0.030 mg/l, respectively, and the system uses only chlorine for primary disinfection and maintenance of a residual in the distribution system. (6) The system's source water SUVA, prior to any treatment and measured monthly according to of rule 3745-81-27 of the Administrative Code, is less than or equal to 2.0 l/mg-m, calculated quarterly as a running annual average. (7) The system's finished water SUVA, measured monthly according to rule 3745-81-27 of the Administrative Code, is less than or equal to 2.0 l/mg-m, calculated quarterly as a running annual average. (E) Additional alternative compliance criteria for softening systems. Systems practicing enhanced softening that cannot achieve the TOC removals required by paragraph (F)(2) of this rule may use the alternative compliance criteria in paragraph (E)(1) or (E)(2) of this rule in lieu of complying with paragraph (F) of this rule. Systems must still comply with monitoring requirements in paragraph (B) of this rule. (1) Softening that results in lowering the treated water alkalinity to less than 60 mg/l (as CaCO 3 ), measured monthly according to rule 3745-81-27 of the Administrative Code and calculated quarterly as a running annual average. (2) Softening that results in removing at least 10 mg/l of magnesium hardness (as CaCO 3 ), measured monthly and calculated quarterly as an annual running average. (F) Enhanced coagulation and enhanced softening performance requirements. (1) Public water systems must achieve the per cent reduction of TOC

3745-81-77 4 specified in paragraph (F)(2) of this rule between the source water and the combined filter effluent, unless the director approves a system's request for alternate minimum TOC removal (step 2) requirements under paragraph (F)(3) of this rule. (2) Required step 1 TOC reductions, indicated in the following table, are based upon specified source water parameters measured according to rule 3745-81-27 of the Administrative Code. Systems practicing softening are required to meet the step 1 TOC reductions in the far-right column (source water alkalinity >120 mg/l) for the specified source water TOC: Step 1 required removal of TOC by enhanced coagulation and enhanced softening for surface water systems using conventional treatment 1,2 Source-water TOC, mg/l Source-water alkalinity, mg/l as CaCO 3 0-60 (Per cent) >60-120 (Per cent) >120 3 (Per cent) >2.0-4.0 35.0 25.0 15.0 >4.0-8.0 45.0 35.0 25.0 >8.0 50.0 40.0 30.0 1 2 3 Systems meeting at least one of the conditions in paragraphs (D)(1) to (D)(7) of this rule are not required to operate with enhanced coagulation. Softening systems meeting one of the alternative compliance criteria in paragraphs (E)(1) and (E)(2) of this rule are not required to operate with enhanced softening. systems practicing softening must meet the TOC removal requirements in this column. (3) Surface water conventional treatment systems that cannot achieve the step 1 TOC removals required by paragraph (F)(2) of this rule due to water quality parameters or operational constraints shall apply to the director, within three months of failure to achieve the TOC removals required by paragraph (F)(2) of this rule, for approval of alternative minimum TOC removal (step 2) requirements submitted by the system. If the director approves the alternative minimum TOC removal (step 2) requirements, the director may make those requirements retroactive for the purposes of determining compliance. Until the director approves the alternate minimum TOC removal (step 2) requirements, the system must meet the step 1 TOC removals contained in paragraph (F)(2) of this rule.

3745-81-77 5 (4) Alternate minimum TOC removal (step 2) requirements. Applications made to the director by enhanced coagulation systems for approval of alternative minimum TOC removal (step 2) requirements under paragraph (F)(3) of this rule shall include, at a minimum, results of bench- or pilot-scale testing conducted under paragraphs (F)(6) to (F)(9) of this rule. The submitted bench- or pilot-scale testing shall be used to determine the alternate enhanced coagulation level. (5) Alternate enhanced coagulation level is defined as coagulation at a coagulant dose and ph as determined by the method described in paragraphs (F)(6) to (F)(9) of this rule such that an incremental addition of ten mg/l of alum (or equivalent amount of ferric salt) results in a TOC removal of < 0.3 mg/l. The per cent removal of TOC at this point on the ``TOC removal versus coagulant dose'' curve is then defined as the minimum TOC removal required for the system. Once approved by the director, this minimum requirement supersedes the minimum TOC removal required by the table in paragraph (F)(2) of this rule. This requirement will be effective until such time as the director approves a new value based on the results of a new bench- or pilot-scale test. Failure to achieve alternative minimum TOC removal levels as set by the director is a violation of the Administrative Code primary drinking water regulations for control of disinfection byproduct precursors. (6) Bench- or pilot-scale testing of enhanced coagulation must be conducted by using representative water samples and adding 10 mg/l increments of alum (or equivalent amounts of ferric salt) until the ph is reduced to a level less than or equal to the enhanced coagulation step 2 target ph shown in the following table: Enhanced coagulation step 2 target ph Alkalinity (mg/l as CaCO 3 ) Target ph 0-60 5.5 >60-120 6.3 >120-240 7.0 >240 7.5 (7) For waters with alkalinities of less than 60 mg/l for which addition of small

3745-81-77 6 amounts of alum or equivalent addition of iron coagulant drives the ph below 5.5 before significant TOC removal occurs, the system must add necessary chemicals to maintain the ph between 5.3 and 5.7 in samples until the TOC removal of 0.3 mg/l per ten mg/l alum added(or equivalent addition of iron coagulant) is reached. (8) The system may operate at any coagulant dose or ph necessary (consistent with other state primary drinking water regulations) to achieve the minimum TOC per cent removal approved under paragraph (F)(3) of this rule. (9) If the TOC removal is consistently less than 0.3 mg/l of TOC per 10 mg/l of incremental alum dose at all dosages of alum (or equivalent addition of iron coagulant), the water is deemed to contain TOC not amenable to enhanced coagulation. The system may then apply to the director for a waiver of enhanced coagulation requirements. (G) Compliance calculations: surface water systems other than those identified in paragraphs (D) or (E) of this rule shall comply with requirements contained in paragraph (F)(2) or (F)(3) of this rule. Systems shall calculate compliance quarterly, beginning after the system has collected twelve months of data, by determining a running annual average using the following method: (1) Determine actual monthly TOC per cent removal. This is equal to: (1 - (treated water TOC/source water TOC)) x 100. (2) Determine the required monthly TOC per cent removal (from either the table in paragraph (F)(2) of this rule or from paragraph (F)(3) of this rule). (3) Divide the value determined according to paragraph (G)(1) of this rule by the value determined according to paragraph (G)(2) of this rule. (4) Add together the results of paragraph (G)(3) of this rule for the last twelve months and divide by twelve. (5) If the value calculated in paragraph (G)(4) of this rule is less than 1.00, the system is not in compliance with the TOC per cent removal requirements. (6) Systems may use the provisions in paragraphs (G)(7) to (G)(11) of this rule in lieu of the calculations in paragraphs (G)(1) to (G)(5) of this rule to determine compliance with TOC per cent removal requirements.

3745-81-77 7 (7) In any month that the system's treated or source water TOC level, measured according to rule 3745-81-27 of the Administrative Code, is less than 2.0 mg/l, the system may assign a monthly value of 1.0 (in lieu of the value calculated in paragraph (G)(3) of this rule). (8) In any month that a system practicing softening removes at least 10 mg/l of magnesium hardness (as CaCO 3 ), the system may assign a monthly value of 1.0 (in lieu of the value calculated in paragraph (G)(3) of this rule). (9) In any month that the system's source water SUVA, prior to any treatment and measured according to rule 3745-81-27 of the Administrative Code, is < 2.0 l/mg-m, the system may assign a monthly value of 1.0 (in lieu of the value calculated in paragraph (G)(3) of this rule). (10) In any month that the system's finished water SUVA, measured according to rule 3745-81-27 of the Administrative Code, is <2.0 l/mg-m, the system may assign a monthly value of 1.0 (in lieu of the value calculated in paragraph (G)(3) of this rule). (11) In any month that a system practicing enhanced softening lowers alkalinity below 60 mg/l (as CaCO 3 ), the system may assign a monthly value of 1.0 (in lieu of the value calculated in paragraph (G)(3) of this rule). (12) Surface water systems using conventional treatment may also comply with the requirements of this rule by meeting the criteria in paragraph (D) or (E) of this rule. (H) (I) Treatment technique requirements for DBP precursors. The director identifies the following as treatment techniques to control the level of disinfection byproduct precursors in drinking water treatment and distribution systems: for surface water systems using conventional treatment, enhanced coagulation or enhanced softening. Each public water system required to monitor under this rule shall develop and implement a monitoring plan. The public water system shall maintain the plan and make it available for inspection by the director and the general public no later than thirty days following the applicable compliance dates in this rule. All surface water systems serving more than three thousand three hundred people shall submit a copy of the monitoring plan to the director no later than the date

3745-81-77 8 of the first report required under paragraph (G) of rule 3745-81-75 of the Administrative Code. The director may also require any other public water system to submit such a plan. After review, the director may require changes in any plan elements to ensure monitoring will be adequate for required compliance determinations. The public water system shall modify the plan as required by the director. The plan shall include how the public water system will calculate compliance with the treatment technique for disinfection byproduct precursors. Failure to sample according to the monitoring plans is monitoring violation. Effective: 01/01/2004 RC 119.032 review dates: 09/25/2003 abd 01/01/2009 Promulgated under: RC Chapter 119 Rule authorized by: RC Section 6109.03, 6109.04 Rule amplifies: RC Section 6109.04 Prior effective dates: 1/1/2002