HomeMy WebLinkAboutAgenda - 03-26-2009 - 4a7--~:;. 4a-67
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_ ~ ~~~ ~ ~' ORANGE WATER AND SEWER AUTHORITY
Quality Service Since 1977
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March 20, 2009
Mr. Roger Stancil
Chapel Hill Town Manager
405 Martin Luther King Jr. Boulevard
Chapel Hill, NC 27514
AGENDA #4a7
SUBJECT: INFORMATION FOR THE MARCH 26, 2009 ORANGE COUNTY
ASSEMBLY OF GOVERNMENTS (AOG) MEETING
REGARDING JORDAN LAKE
Dear Roger;
Please include the enclosed information with the agenda materials for the March 26tH
AOG meeting. The following summary information is provided:
• Proposed Jordan Lake Nutrient Management Rules - OWASA's perspective
• Update of OWASA's Long-Range Water Supply Plan
As you know, the OWASA Board has a regular Board meeting the evening of March
26th; however, Randy Kabrick, OWASA Board Chair and Ed Holland, OWASA
Planning Director will attend the AOG meeting.
Sincerely,
~`
Ed Kerwin
Executive Director
Attachments
c: Laura Blackmon, Orange County Manager (w/attachments)
Eric Peterson, Hillsborough Town Manager (w/attachments)
Steve Stewart, Carrboro Town Manager (w/attachments)
OWASA Board of Directors (w/attachments)
Robert Epting, OWASA General Counsel (w/attachments)
400 Jones Ferry Road Equal Opportunity Employer Voice (919) 968-4421
Carrboro, NC 27510-0366 Printed on Recycled Paper FAX (919) 968-4464
WWW. OWQSa. Or9
4a-68
PROPOSED JORDAN LAKE NUTRIENT MANAGEMENT RULES -March 20, 2009
PURPOSE: To provide updated information to Orange County's elected leaders about the likely impacts of the
Jordan Lake Nutrient Management Rules on Orange Water and Sewer Authority (OWASA).
CURRENT STATUS: The Jordan Lake Rules were adopted by the NC Environmental Management
Commission (EMC) in May 2008. The NC Rules Review Commission (RRC) approved the Rules with some
modifications in November 2008, but because the RRC received at least 10 public objection letters, the Rules
are now under review by the NC General Assembly during the 2009 Session. If the General Assembly does not
revise/disapprove of the rules during the Session, they will automatically go into effect in the summer of 2009.
Legislation has been introduced to the NC House/Senate opposing the Rules in total (sponsors include
legislators representing Alamance, Iredell, Surry, Yadkin, Guilford, Rockingham, Cherokee, Graham, Clay,
Macon, Caswell, Orange, Halifax, Nash, Mecklenburg, Franklin, Anson and Union Counties).
DISCUSSION: The OWASA Board submitted comments on the EMC's proposed rules in July 2007
(attached). The main points of that letter, and what, if any, changes were subsequently made to the proposed
Rules in response to those comments are listed below. Also provided is any substantive information that has
changed since OWASA's comments were submitted in July 2007.
• OWASA noted the substantial scientific uncertainty underlying the rules and recommended that the
nutrient reduction goals be revisited at regular intervals of not more than 5 years. The currently
proposed Rules require a review of the Jordan Lake strategy "after at least 10 years following the
effective date. "
• OWASA recommended that the unnecessarily stringent, one-size-fits-all chlorophyll a water quality
standard be re-evaluated as part of the rules development process. No action has been taken on this.
• OWASA did not believe that any additional capital improvements would be needed to meet the Rules'
requirements before wastewater flows at OWASA's Mason Farm Wastewater Treatment Plant (WWTP)
reach its current rated capacity (14.5 million gallons per day [MGD] maximum month flow, or average
daily flow of 12 MGD). It is now believed that additional capital improvements maybe required when
average daily flows reach 10 MGD (during the past four years average flows have been approximately
7.5 MGD). The timing and estimated costs for any required capital improvements will be determined
during a WWTP Capacity Analysis that OWASA intends to conduct in Fiscal Year 2010.
• OWASA anticipated operating costs would increase by about $500,000/year once the Total Nitrogen
(TN) limit goes into effect. However, based on recent chemical price increases, OWASA now estimates
the initial annual cost increase will be about $825,000/year (with other yet to be determined cost
increases associated with increased energy usage and biosolids management requirements).
• OWASA supports nutrient reduction trading opportunities allowed by the Rules, but more recent
information indicates that it is unlikely that nutrient trading and offset arrangements will provide any
benefits to point source dischargers in Jordan Lake's Upper New Hope Arm.
• OWASA supported a 2016 compliance date for point source TN reduction. The proposed rules are
currently written to require compliance by 2014.
CONCLUSION: OWASA supports any practical initiative that promotes water quality protection, but notes
that implementation of the currently proposed Rules will have two major impacts on all OWASA customers:
1. Capital and annual operations and maintenance costs associated with additional wastewater treatment
mandated by the Rules will require significant and sustained increases in future sewer rates and fees.
2. OWASA's WWTP will likely not be able to achieve the stringent nitrogen limits at average daily flows of
more than 14.5 MGD without major breakthroughs in treatment technology. Future compliance may only
be possible through some combination of severe limits on new connections to the system; severe
reduction/elimination in the volume of septage (septic tank waste) accepted for treatment; and/or increased
diversion of wastewater effluent via non-discharge strategies.
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July 10, 2007
4a-69
ORANGE WATER AND SEWER AUTHORITY
Quality Service Since 1977
Dr. David H. Moreau, Chair
North Carolina Environmental Management Commission
1617 Mail Service Center
Raleigh, NC 27699-1617
SUBJECT: COMMENTS ON PROPOSED WATER SUPPLY NUTRIENT STRATEGY
FOR B. EVERETT JORDAN RESERVOIR
Dear Dr. Moreau:
The Orange Water and Sewer Authority (OWASA) Board of Directors appreciates the
opportunity to comment on the proposed Jordan Lake Nutrient Strategy and Rules. As you
know, we provide water supply and wastewater services to approximately 80,000 people in the
Carrboro-Chapel Hill community, including the University of North Carolina at Chapel Hill,
and our Mason Farm Wastewater Treatment Plant discharges to Jordan Lake's Upper New Hope
Arm.
One of OWASA's core values is environmental stewardship. We are proud of our proactive
record in source water protection, innovative wastewater treatment, water conservation and
demand management. In late 2008 our new water reclamation system will go into operation
when the University of North Carolina at Chapel Hill begins using more than 500,000 gallons of
highly treated wastewater per day for non-potable heating and cooling purposes on the
University campus. This will increase to nearly two million gallons per day in the future,
significantly reducing demands for OWASA drinking water and also decreasing our wastewater
discharge to Jordan Lake.
As in the past, OWASA will do our part to protect this valuable regional resource and will
comply with the nutrient reduction requirements that the Environmental Management
Commission (EMC) adopts; but we respectfully offer several significant concerns and
constructive suggestions about the proposed Nutrient Strategy and Rules.
High Costs and Uncertain Benefits
The NC Division of Water Quality's (DWQ) carefully documented Fiscal Analysis estimates
that the Nutrient Strategy and proposed Rules will cost more than $900 million to implement.
There is, however, broad scientific and professional consensus that the predicted response of
400 Jones Ferry Road Equal Opportunity Employer Voice (919) 968-4421
PO Box 366 Printed on Recycled Paper FAX (919) 968-4464
Carrboro, NC 27510-0366 www. owasa. or9
4a-70
Orange Water and Sewer Authority
Jordan Lake Comments to NC Environmental Management Commission
July 10, 2007
Page2of5
Jordan Lake to implementation of the Strategy and Rules remains highly uncertain. We urge the
Commission to adopt and implement rules that will accommodate the notable uncertainty that
continues to characterize most expert predictions of the lake's response.
Need for Flexibility and Adaptive Management
We urge the Commission to actively apply the principles of adaptive management, as provided
for in Rule .0262, Section (7) to help ensure that Jordan Lake water quality management
decisions are based on the best and most up to date experience and information. It is essential
that the nutrient reduction goals and implementation schedule be re-visited at regular intervals
of not more than five years in order to fully apply new and additional data, including water
quality trend analyses from Jordan Lake and its main tributaries, as well as the ongoing practical
experiences of local entities trying to reduce nutrient loads from many different point and
nonpoint sources.
An October 15, 2004 technical memorandum from the Modeling and TMDL Unit of DWQ's
Water Quality Branch reported a statistically significant trend of decreasing total nitrogen
concentrations of 0.17 mg/L per year in New Hope Creek, a principal tributary to the Upper
New Hope Arm of Jordan Lake. The analysis included 13+ years (January 1990 -March 2004)
of ambient water quality data that were statistically adjusted for seasonality and streamflow.
The report did not offer an interpretation or explanation of this significant improvement in water
ug ality. Until this and other such existing trends can be identified and understood, it will be
extremely difficult, if not impossible, to evaluate the future effects - if any - of the Jordan Lake
nutrient management strategy and rules. The flexible and thoughtful application of adaptive
management practices will help ensure that well-informed decisions are made with the best
knowledge available.
Inadequate Standards and Criteria for Nutrient-Related Water Quality Problems
We urge the Commission and DWQ to support and carry out as expeditiously as possible the
North Carolina Nutrient Criteria Implementation Plan, which has been approved by Region IV
of the United States Environmental Protection Agency (USEPA). This document provides an
important blueprint for overhauling the State's one-size-fits-all 40 ug/L chlorophyll a water
quality standard, which is unnecessarily stringent for Jordan Lake's Upper New Hope Arm and
may provide little or no protection of the public water supply and recreational uses of the Lower
New Hope Arm.
OWASA's own University Lake and Cane Creek water supply reservoirs, whose drainage areas
may be the most stringently protected WS-II watersheds in North Carolina, periodically exceed
the chlorophyll a standard during the summer months, but few of our 80,000 drinking water
customers or low-impact recreational users would consider either of these lakes to be
"impaired." With no point source wastewater dischargers, mandatory large-lot (5+ acres)
residential zoning, agricultural operators complying with individual conservation plans, and
4a-71
Orange Water and Sewer Authority
Jordan Lake Comments to NC Environmental Management Commission
July 10, 2007
Page 3 of 5
more than 1,500 acres of land acquired by OWASA in fee simple ownership or permanent
conservation easements, few, if any, additional management options exist for further reducing
nutrient inputs to these reservoirs. With no State or Federal regulatory mandate, we have
essentially established total maximum daily loads (TMDLs) for both lakes and implemented the
most appropriate nutrient management strategies; yet both lakes continue to exhibit periodically
high chlorophyll a concentrations and cyanobacteria episodes. Are these water bodies
"impaired?" We don't believe they are; but we do believe that North Carolina's nutrient criteria
and related water quality standards are in urgent need of substantial revision. DWQ's EPA-
approvedNutrient Criteria Implementation Plan deserves the Commission's full support.
Need for a Jordan Lake Use Attainability Analysis
What if the Nutrient Strategy and proposed Rules are adopted, but they don't work?
Proposed Rules .0265 and .0266 require all local governments in the Jordan Lake watershed to
develop stormwater management programs that will achieve and sustain reduced nutrient loads
from new and existing development. If the feasibility studies required under the Rules
determine that nutrient reduction targets for new and existing development are not attainable
due to technical, economic, or administrative constraints, then the Jordan Lake TMDL will not
be met and the strate y will be deemed a failure. Given the likelihood that this will be the
outcome of most, if not all, of the local feasibility studies, we urge the Commission and DWQ
to proceed immediately with a Jordan Lake Use Attainability Analysis, as authorized by the
Clean Water Act for situations where TMDLs cannot be achieved. In the meantime, we urge
the Commission to adopt a rational, realistic, and phased approach to implementing the nutrient
reduction requirements.
Point Source Nutrient Reduction
OWASA's Mason Farm Wastewater Treatment Plant has been meeting total phosphorus
removal requirements for nearly 20 years. In 2002 we decided to construct multi-million dollar
deep bed filters that could remove total nitrogen to the current limits of technology as part of our
next facility upgrade -even though OWASA was under no requirement to do so. Those
improvements have been completed, and our treatment plant can now remove total nitrogen to
the proposed target levels - at least until the plant reaches its new capacity of 14.5 million
gallons per day. Additional energy and chemicals needed to achieve the proposed 2016 mass
load limit for TN will cost more than $500,000 per year at our current wastewater flow rates,
and well over $1 million per year in today's dollars when the plant reaches full capacity in the
next 15 to 20 years. Without significant advances in TN removal technology, OWASA will not
be able to achieve the proposed annual mass load limit when average day wastewater flows
exceed 14.5 million gallons per day, and we may need to restrict additional connections to our
wastewater system at that time.
4a-72
Orange Water and Sewer Authority
Jordan Lake Comments to NC Environmental Management Commission
July 10, 2007
Page4of5
Wastewater Plant Optimization
We encourage the Commission to clarify the text and intent of proposed Rule .0270 (5)(a), that
requires the operation of existing wastewater plants to be o timized. Much of the wording of
this section is identical to previous State guidance that required wastewater plants to optimize
operations before constructing expensive nutrient reduction facilities. We believe that the Rule
should also define and specify optimization requirements for wastewater plants, such as
OWASA's, that have completed all or most of the capital improvements needed to achieve the
nutrient reduction targets. This specification should provide adequate time to establish the
realistic ranges of treatment plant operating conditions and process configurations needed to
reliably achieve different degrees of nutrient removal. For example, OWASA will require
additional time to fully evaluate the relative cost effectiveness of different carbon sources, such
as methanol, acetic acid, sugar water, etc., needed to achieve denitrification in our new filter
system. One of our goals is to maximize OWASA's reliance on biological treatment, rather
than chemical addition, to achieve water quality goals. We urge the Commission to adopt rules
with enough flexibility to ensure our customers that the millions of dollars they have already
invested in capital improvements to our wastewater plant -and the millions of additional dollars
they will spend to operate those new facilities for nutrient removal -will have the greatest
likelihood of achieving measurable downstream water quality benefits.
Nutrient Reduction Trading and Offsets
OWASA supports and applauds the flexibility of proposed Rule .0269 that would allow
wastewater dischargers to enter into compliance groups and to participate in nutrient trading and
offset arrangements with both point and nonpoint source entities, such as municipalities,
universities, and state agencies.
Compliance Date for Point Source TN Reduction
OWASA supports the proposed 2016 compliance date for total nitrogen reduction from point
source dischargers. We do not believe that an earlier date will provide sufficient time and
flexibility for the Commission to apply the adaptive management principles of Rule .0262 (7),
but there may be merit to phasing in or gradually "ramping up" the TN reduction requirements
with 2016 as the target date for full implementation. We note that an early compliance date
would substantially limit the opportunities for wastewater dischargers and other local entities to
earn and trade TN reduction credits through flexible arrangements that may be more cost
effective than independent compliance by each individual entity.
Between now and the eventual point source compliance date, OWASA will continue pursuing
and implementing cost-effective methods to further reduce our wastewater contribution to the
Upper New Hope nutrient load.
4a-72.1
Orange Water and Sewer Authority
Jordan Lake Comments to NC Environmental Management Commission
July 10, 2007
Page 5 of 5
We commend the State's efforts to protect Jordan Lake and we pledge OWASA's willingness to
do our part in this ambitious initiative. Once again, we thank you for the opportunity to
comment.
Sincerely yours,
Michael A. Clarke, Chairman
Board of Directors
cc: Hon. Moses Carey, Jr., Chair, Orange County Board of Commissioners
Hon. Mark Chilton, Mayor, Town of Carrboro
Hon. Kevin Foy, Mayor, Town of Chapel Hill
Ms. Laura Blackmon, Orange County Manager
Mr. Roger Stancil, Chapel Hill Town Manager
Mr. Steven Stuart, Carrboro Town Manager
Ms. Coleen Sullins, Water Quality Section Chief, Division of Water Quality (DWQ)
Mr. Rich Gannon, Chief Water Quality Planning Section, DWQ Planning Section
OWASA Board of Directors
Ed Kerwin, OWASA Executive Director