HomeMy WebLinkAboutSummary
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 1 of 97
Ecological Flows Science Advisory Board (EFSAB)
Meeting Summary July 16,17, 2013
Stan Adams Training Facility, Jordan Lake, Chapel Hill, NC
Approved for Distribution Aug 20, 2013
Attendance (for both days unless otherwise noted)
Members
Hugh Barwick, Duke Energy
Mark Cantrell, USFWS
Bob Christian, ECU (online 7/16)
Tom Cuffney, US Geological Survey
Linda Diebolt, NC League of Municipalities
Chris Goudreau, NC Wildlife Resources
Commission
Jeff Hinshaw, North Carolina State University
(only 7/16)
Amy Pickle, EMC, Duke (online 7/17)
Sam Pearsall, Environmental Defense Fund
Judy Ratcliffe, NC Natural Heritage Program
Jaime Robinson, CH2MHill
Jay Sauber, NC Division of Water Quality
Bill Swartley, NC Division of Forest Resources
Fred Tarver, NC Division of Water Resources
Division of Water Resources
Tom Fransen
Harold Brady
Alternates
Rebecca Benner, The Nature
Conservancy (7/16 only)
Sarah McRae, US Fish & Wildlife
Fritz Rohde, Natl. Marine Fisheries Svc
Vann Stancil, NC Wildlife Resources
Commission
Tom Thompson, Duke Energy
David Williams, Div. SWC (7/16 only)
Guests:
Eban Bean, ECU (7/16)
Dean Carpenter, APNEP (7/17)
Kimberly Meitzen, TNC (7/16 only)
Kay Towers, Duke Nicholas School
NCSU Facilitation Team
Mary Lou Addor, NC State
University/NRLI
Christy Perrin, NC State University/WECO
Nancy Sharpless, NRLI
The purpose of the Ecological Flows Science Advisory Board: The Ecological Flows Science
Advisory Board (EFSAB) will advise NC Department Environment and Natural Resources (NCDENR)
on an approach to characterize the aquatic ecology of different river basins and methods to determine
the flows needed to maintain ecological integrity.
Presentations, reports, and background information of the EFSAB are available at:
http://ncwater.org/?page=366 (please note that this URL has changed since the last meeting summary)
Webinar Response: If you cannot attend the meeting in person but would like to join us via the webinar,
you can watch the presentations and listen to the live streaming audio of the meeting by going to
https://denr.ncgovconnect.com/sab/ and typing your name in the space labeled "guest."
NOTE: The EFSAB will meet Aug 20 @9:00am until 4:30pm and @8:30-4:00pm for Aug 21 at
the Stan Adams Training Facility, Jordan Lake Educational State Forest Center Chapel Hill, NC
(see last page for meeting agenda topics and directions to location).
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 2 of 97
July 16 & 17, 2013:
Summary of Decisions, Recommendations and Proposed Actions
Decisions and Recommendations:
1. Consensus recommendations generated on July 17 are preliminary until those who missed part
or all of the meeting have an opportunity to review the discussion and recommendations for
moving forward.
2. Mark and Chris were tasked with generating draft recommendations for the list of topics
discussed on the afternoon of July 17. The proposed recommendations will be inserted in to the
Report Outline and be the major agenda item for discussion at the August meeting. Jamie and
Linda will be reviewing the draft recommendations generated by Mark and Chris.
3. Add to the Charter, a list of EFSAB members and alternates who served previously but are no
longer serving for various reasons and include in the Charter Appendix and the Report Outline.
The list of previous members and alternates has been included in the Charter and list of
members posted online at NCWater.org; the Report Outline will include the EFSAB members
and alternates.
4. Add to the Report Outline, the recommendation about the T&E species developed by the T&E
subcommittee with the EFSAB’s approval
5. The EFSAB was informed that the Report to DENR will be due by the end of October. Members
were still asked to hold the Dec 3 meeting which can be readily cancelled at a later date.
6. A number of preliminary recommendations were made during discussion on July 17. These are
reflected within the Executive Summary sections relative to their topics, but are not included
here as they have not yet been tested for full consensus with all EFSAB members.
Proposed Actions
1. Fred will share the mountain PHABSIM analyses when they are completed.
2. Lou will compile and distribute the trial balloons, presentation, and general meeting discussion
to the EFSAB the evening of July 16.
3. The ad-hoc group will present examples from the Neuse River of what their method would look
like using OASIS.
4. DWR go back and look at some of the manipulated flow records and find out where 10% eco-
deficit falls in that spectrum of the work that Jim Mead did.
5. Rebecca Benner will provide the final TNC report to EFSAB when it is completed.
6. Chris Goudreau will go through reports to see if there are other key concepts about ecological
responses to flows that could be added to the list.
7. Characterize the distinction between a large river, a small catchment, and a wadeable stream.
[This was added during the discussion on flow approaches for large rivers.]
Tom Cuffney was to email a stream size class distribution table to Christy to distribute to the
EFSAB (done, this was sent to EFSAB in an email)
8. The bulk of the characterization of the Coastal Plain will be addressed in the proposal from the
Coastal Plain subcommittee.
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 3 of 97
9. Make sure that whatever methods are used in the recommendations for wadeable streams
address the issue of extra protection for small streams.
10. Clarify what site-specific evaluation means.
Table of Contents
July 16 & 17, 2013: Summary of Decisions, Recommendations and Proposed Actions ....................... 2
Table of Contents .................................................................................................................................. 3
I. Executive Summary ...................................................................................................................... 3
II. July 16 2013 Meeting Orientations and June 18, 2013 Meeting Summary Approval .................. 21
III. Presentation: PHABSIM on Mountain Sites, by Fred Tarver ....................................................... 21
IV. Presentation: The Alberta Method for Ecological Flows, by Chris Goudreau.............................. 23
V. Presentation: Biological/Environmental/Flow Relationships—Recommendations of the Ad-hoc
Group, by Bob Dykes, RTI ................................................................................................................... 26
VI. Presentation: 20/30/40% & 30/40/50% of AMF and MMF -Updates .......................................... 35
VII. Comparison of minimum flow and 80% flow by approaches, by Tom Fransen ............................ 41
VIII. Presentation: TNC Final Report and recommendations, by Kim Meitzen ................................... 47
IX. Presentation: General Discussion of the 5 Methods Presented July 16,2013 .............................. 59
X. Presentation: EFSAB Deliverables & Proposing a Framework for Characterization .................... 62
XI. July 17, 2013 Meeting Orientation ............................................................................................. 64
XII. Update from the Coastal Subcommittee ..................................................................................... 64
XIII. Review of EFSAB Charter ......................................................................................................... 72
XIV. EFSAB Report outline discussion ............................................................................................... 73
XV. Proposal: Afternoon Agenda Discussion .................................................................................... 74
XVI Discussion of key concepts about ecological responses to altered flows .................................... 74
XVII. Discussion of Topics for Recommendations ............................................................................... 78
Characterization Discussion ................................................................................................. …..78
Small Stream protection (original topic was maximum allowable withdrawals............................ 81
Flow by goals for larger rivers ................................................................................................... 83
Wadeable Streams (topic seasonally –stepped minimum flows)................................................ 86
Listed Species Strategy ............................................................................................................. 93
Follow up for situations where ecological flows are flagged ...................................................... 94
Coastal Area Strategy ............................................................................................................... 95
Adaptive Management – Future Research ................................................................................ 95
XVIII. August Agenda discussion ......................................................................................................... 95
I. Executive Summary
TITLE: PHABSIM on Mountain Sites
Presenter: Fred Tarver
EFSAB had expressed interest in resurrecting more IFIM sites to look at habitat responses in other
parts of the state, particularly in the mountains. Fred spoke with Chris and Jim to select some IFIM sites
in mountains that were good candidates in their ability to model properly, were well calibrated, and had
diversity of sites in terms of streams and river characteristics. They selected 7 sites in the Little
Tennessee River Basin (Tuckasegee and Nantahala rivers and Whiteoak Creek), and 3 in the French
Broad Basin. Fred showed the suite of species and life cycles that will be used, based on availability of
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 4 of 97
suitability curves for studies, and into deep (7 guilds) and shallow (12 guilds). Jim also had deep and
shallow, he also had bugs grouped with shallow as opposed to deep grouping. Fred was still working
on calibrating the substrate cover data, since various evaluation methods were used over the years.
RTI kindly provided a record of flow since there are no OASIS models to provide a period of record for
the mountains, though it is for 40 years rather than the typical 80 years for OASIS. Fred will share the
PHABSIM results for review when they are completed.
Major Discussion items/concerns/questions: none
Decisions Made: none
Proposed Actions or Identified Decisions to be made: none
Title: The Alberta Method
Presenter: Chris Goudreau
Chris Goudreau presented a method used in Alberta, Canada. It addresses some simple concepts:
The natural hydrograph should be followed as a template to capture the five components of flows:
magnitude, timing, duration, frequency and rate of change
Percent-of-flow is the easiest way to maintain all five components, including intra- and inter-
annual variability. It is easier to understand than frequency-based standards or statistical
targets.
It uses a Sustainable Boundary Approach, which allows for some deviation from the natural
hydrograph
o <10% for high level of ecological protection
o <20% for moderate level of ecological protection
In addition to the percentage of flow concept, this method has an ecosystem base flow (EBF)
component, which can go by other names: minimum flow, cut-off flow, or a sustainability flow.
With the percentage component, there are several things to keep in mind. First, it is the cumulative
reduction of flow at the point of interest in the basin. If you want a 10% flow reduction, it is 10%
cumulatively. Second, the percent reduction should be calculated from the natural (unaltered) flow, but
you can run it on a natural flow baseline, a current condition baseline, and a future condition baseline.
Third, it is calculated using an instantaneous flow. In the OASIS model it would be a daily time step. In
Alberta, they use a 15% reduction, which is 85% flow-by.
The other part is the ecosystem base flow component, protecting what is out there during low-flows. If
you did not have the EBF you would essentially have a low-flow that should only occur 20% of the time
that would occur 33% of the time. The actual flow recommendation that would be plugged into the
model would be the percentage of flow-by, which you would use until you get down to the EBF, and
then follow the EBF. Then when it gets down to really low flows you would use the actual natural
inflow. In other words, when it naturally gets below the EBF, you recognize that those low flows on the
extreme end do occur.
Major Discussion items/concerns/questions:
The river used in the graphs is hypothetical.
The water that flows by is available to the next downstream user. It's riparian.
That's one of the good things about having it as a cumulative because then it allows not only the
critters, but also the users, downstream to have water.
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 5 of 97
Decisions Made: none
Proposed Actions or Identified Decisions to be made: none
TITLE: Biological/Environmental/Flow Relationships—Further Analyses, Revised Assumptions,
Responses to June 18 questions, and Recommendations
Presenter: Bob Dykes, RTI
This powerpoint presentation can be found here
Bob presented the recommendations of the ad-hoc group that has been working with RTI and USGS in
their development of biological/environmental/flow relationships. The recommendations are:
1. The diversity of species within the riffle-run guild, using the Shannon-Weaver Index, should be
used as the measure of ecological integrity for fish. Ecological integrity of benthos should be
based on EPT richness.
2. A reduction in fish diversity or benthos species richness of 10 percent or more represents a
probable violation of ecological integrity.
3. Five hydrologic metrics should be considered by NCDENR for evaluation further alterations of
surface water flow conditions:
a. Decrease in annual 30-day minimum flow;
b. Summer eco-deficit;
c. Fall eco-deficit;
d. Winter eco-deficit;
e. Spring eco-deficit.
4. The statistical model employed to establish ecological responses to changes in flow metrics
should be based on:
a. Fish data normalized by the 80th percentile Shannon-Weaver index value by drainage
basin;
b. Benthic data normalized by the 80th percentile EPT Richness value (within the
“excellent” DWQ Benthic Site Condition Class;
c. Non-linear 80th quantile regressions of the normalized data
5. Further data collection and research should be undertaken to enhance the preliminary flow-
biology relationships developed through the work of the ad-hoc advisory group.
Major Discussion Items/Concerns/Questions:
We used data from 649 fish sites comprising 42 riffle-run fish species and 1320 benthos sites
comprising 261 benthic taxa. So we did our best to use as much data as we possibly could.
We used all of the data that was available for North Carolina, constraining it by the riffle-run and
EPT boundaries, which seem to represent the most sensitive representatives for fish and
benthos.
The riffle-run guild, were well represented across all regions in the state with the exception that
the coastal plain is poorly represented.
The data represented a broad range of drainage areas.
So how we envisioned this might be used by DENR is that it would be relatively straightforward
to use OASIS to calculate the change in the seasonal eco-deficit based on a proposed alteration
in flow. DENR then looks at the delta eco-deficit. The bottom, the x-axis, is delta eco-deficit
and so if you are going to increase the summer eco-deficit by 20%, then you go to the 20% line
on the summer eco-deficit graph and then you go up to the black line and left to the y-axis and
that tells you what fraction of the species diversity—not richness but diversity for fish—you can
expect to have after that change. So it is just 20% up to the line and over so it becomes a
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 6 of 97
transform curve. The suggestion we made was that DENR should—remember this is not for
regulatory purposes, it is for planning purposes-- so when DENR sees that a change of 10% or
more in fish species diversity or benthic species richness looks like it is probably going to occur
as a result of a proposed alteration in flow or future demand or for that matter, climate change,
then DENR has some motivation to do additional research and additional analysis for that
change in that basin. So we are not at this point suggesting a regulatory-like response;
remember the question of the legislation is what is it, how much water can you take out of a
river before you begin to challenge ecological integrity? We think that the ecological integrity is
surely challenged by the time you start talking about a 10% change in the biota. Whether it is
measured at Shannon-Weaver diversity of fish species or richness of benthic taxa.
The 20% reduction in biological condition translated to about a 20% flow reduction due to a 20%
reduction in eco-deficit. So a lot of these numbers that Kimberly is throwing out and other folks
have thrown out are very similar which is kind of interesting through different avenues of
investigation.
What would help me understand this a little bit in more concrete terms is if we could see in
OASIS a site, maybe one of the PHABSIM sites in the Piedmont, where you evaluate eco-deficit
with this method and at the same time, evaluate is that flow going to look like 20% of mean
annual flow, does it look like 80% flow by. To me, that gives me a concrete connection between
what the output from OASIS is and what an eco-deficit is on this graph.
The quantity of water that will produce a change varies enormously according to basin.
The reason there are 4 lines [seasonal eco-deficits] instead of 1 is because a proposed flow
alteration could change one of those variables much more than any of the others. So, for
example, you could change the summer eco-deficit a lot and not change the other 3 much. In
that case, that is the graph you should use.
When DWR goes to modeling these and using an approach for not having biological impacts
or safe yield and things like that, do you think they can use the same, if you will, 10%
approach in dealing with those large systems? Or do you want to put some kind of caveats on
this and say it is good up to whatever you just said for your drainage area, 1,000 square miles
or something like that? Response: Well the largest one we have is over 9,000. So I am not
sure where we put the caveat.
Maybe we ought to use this strategy on the 88% of North Carolina that is a) the most
vulnerable, and b) for which we have the most data; and on the other 12%, which is the main
stem, let’s talk about some sort of other strategy such as a flow by standard. Preferably
complemented by a minimum standard.
I think there is a lot of merit in what you see up there, but I think it is incomplete. I think we
should also recommend to DENR some strategies for making it better. We should also
recommend to DENR some strategies for operating in big rivers where this may not translate
well. We need to be also recommending to DENR some strategies for minimum releases so
that when flow by standards and/or this strategy do not work out too well, there is at least a
safety net. Meanwhile, we probably also need to recommend to DENR some procedures for
what happens if there are vulnerable species or T& and E (threatened and endangered)
species. And so on. I think we need a package—a toolbox here.
I think what we are seeing is a convergence. If you were to take this approach, Kimberly’s
approach, what will be presented later on, I think what we are homing in on is a convergence. If
you were able to give them a common denominator on a particular basin or group of basins, I
think what you will see is the approaches, in terms of allowable water use, withdrawal, whatever
you want to call it are going to be relatively similar in the bottom line. I think there may be point
specific areas where they diverge. That may be something we need to know, but just my
impression is that everyone is sort of converging on a similar type of common denominator that
would be useful to have some idea of whether or not that is true.
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 7 of 97
I do not think it is necessarily our job to pick a specific number. We recommend an approach
and we say, if you take this approach and you plug in this number, here is what you get and
you plug in a different number or if you do not like it, they can use the same approach and
plug in a different percentage and that is not our specific task, I think. We just need to decide
which highway we are going to go down.
based on this discussion and what Judy was requesting, I am thinking that based on the
manipulations that Jim did with his bar charts that perhaps if we went back and create flow
duration curves on some of that spectrum of hypothetical flow by situations, scenarios that he
created that probably these eco-deficits fall within that spectrum. We probably have done that
already with the PHABSIM sites that, I guess, we can go back and look at some of those
manipulated flow records and find out where 10% eco-deficit falls in that spectrum of the work
that Jim or what we are doing with the mountain sites. That stuff exists right now.
Decisions and Recommendations: None
Proposed Actions:
1. The ad-hoc group will present examples from the Neuse River of what this method would
look like using OASIS.
2. DWR go back and look at some of the manipulated flow records and find out where 10%
eco-deficit falls in that spectrum of the work that Jim Mead did.
TITLE: Presentation: 20/30/40 and 30/40/50 Mean Annual Flow Presentation
Presenter: Hugh Barwick
Hugh Barwick presented on how the 20/30/40 and 30/40/50 method (modified SC method)
accommodates habitat in streams. He was able to massage information Fred Tarver provided into the
flows for Piedmont streams looking at 20/30/40 annual mean flow. Using WUA habitat, he compared
the percentages 20, 30, or 40% of flow as it relates to the unregulated habitats with the key percentage
being 80%. Anything below <80% habitat is not good and will be red on the charts; if it’s above 80%,
then that’s good. Hugh provided a handout comparing 9 sites.
Hugh suggested that this method - 30, 40, 50, 60 percent of the mean annual flow– is one method that
can improve habitat while providing a floor. That is may contribute to hybrid method.
Major Discussion items/concerns/questions:
Concerned was raised about the significant shift in the type of habitat for the winter months using the
Buckhorn Creek presentation. It is believed that this shift will have ecological implications, whether it’s
through sediment transport or ecological functions.
Decisions Made: None
Proposed Actions or Identified Decisions to be made: None
TITLE: Presentation: How to Compare Alternative from a Water Supply Viewpoint
Presenter: Tom Fransen
Tom began his presentation, How to Compare Alternative from a Water Supply Viewpoint, by stating it
is a presentation about the next steps of implementation and the start of policy discussion versus a
presentation about the EFSAB’s charge. DENR will be responsible during implementation of ensuring
the ecology is protected while allowing reasonable use of the water. Given the number of questions
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 8 of 97
and concerns expressed both inside and outside DWR, about what and how DENR will use EFSAB
recommendations, Tom thought this was a worthwhile presentation for the EFSAB. His presentation
covered two topics:
Procedure to compare alternatives from a water user’s viewpoint.
How is DWR going to use the EFSAB recommendations
To frame his presentation, Tom posed the following question: How much water needs to remain in the
river to protect ecological integrity and still have adequate water available for reasonable use? Although
the water users’ perspective is not part of the EFSAB’s charge, it is part of DWR’s implementation. We
need to determine: what is a reasonable approach to compare alternatives from a water user’s
viewpoint? And this presentation will introduce the EFSAB to what we do.
Major Discussion items/concerns/questions:
So how will DWR implement an EFSAB recommendation as a planning tool?
Will not override existing permits, such as FERC license.
Will not replace site specific studies.
Will not change the SEPA minimum criteria – 20% 7Q10
Tom provided examples of three flow approaches: 20% 7Q10, 80% Flow-By, and modified SC
minimums for illustration purposes.
Decisions Made: None
Proposed Actions or Identified Decisions to be made: None
TITLE: TNC Final report and recommendations
Presenter: Kimberly Meitzen
She conducted a literature search; analyzed spatial-temporal pattern in flow changes and biota over
time; and explained how they are relevant to environmental flow guidelines. The project is meant to
inform TNC on conservation areas that are priority to their mission and also to provide information that
may help this group.
She looked at how fish diversity and abundance changed over time (results were shown across the
state). She also present results of fish response to withdrawals:
5-10% species diversity decline relative to 10% mean annual flow withdrawal
25-30% species diversity decline with 50% mean annual flow withdrawal
Considerations: only 14 data points, mean annual flow calculated by unit-area-runoff method,
not controlling for other factors, inconsistent pattern with at-a-site diversity responses
This was a proof of concept- she Recommends more fish survey points and accounting for land
use/land cover and water quality
She then looked at stream flow changes over time, specifically at changes in patterns over recent
history, how they vary spatially among gaging sites and temporally (months) and by flow magnitude
(percentiles). Results for the flow percentiles of 90%, 75%, 50%, 25% and 10% were shown. The
biggest pattern seen was that the lowest flows are getting lower, and the highest flows are getting
higher. At 10th percentile flows, a significant number of gages (57%) are getting drier.
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 9 of 97
The literature review, biotic and flow change analyses informed a 3 part recommendation. She calls
this the Decision Support System for Ecological Flows (DSSEF):
1. Protect the natural flow regime and specifically the seasonal and ecoregional patterns of flow
variability
Daily average allocation using presumptive standard Percent-of-Flow (POF)
Separate criteria for: 1.) normal and wet years, and 2.) drought years (when streams are
already stressed they need a minimum flow level to protect them)
5-10% of median flow as net use, variable dependent on drought regimes
2. Prevent further water use-related decreases to 10th percentile flows
Pass-by flow flow criteria for minimum flows based off of a P-O-F. Passby when flows reach:
Normal years 50% of monthly medians May-Dec, 60% of the monthly medians Jan-April
Drought years: 40% of monthly medians May- Dec, 50% Jan-April of monthly medians
3. Restrict withdrawals in drainages Statewide rule, protects headwaters and flow accumulation
< 25 sq. mi. no withdrawals
25-50 sq. mi. limit to 1-5 MGD
All flow criteria should be established using the same period of record to prevent biases.
Major Discussion items/concerns/questions:
Abundance could be normalized with diversity since abundance would have an impact on
diversity, (Shannon Weaver evenness scale), though since that method works best with
individuals and she was doing community diversity and abundance, this was not done.
While the 5% and 10% for fish community impacts is a good starting point for discussion, the
statistical evidence in this study is pretty weak.
Significant evidence in the literature review for supporting the number of less than 10% mean
annual flow for impacts, though a study using statewide (more) data points would need to be
done to give the NC specific study a stronger analysis.
Concerns about attributing fish diversity declines to water withdrawals without looking at land
use were expressed. Looking at land use would be important.
Why drought years should use a different percentage and how to recognize a drought year.
Decisions Made: none
Proposed Actions or Identified Decisions to be made:
1. Rebecca Benner will provide the final TNC report to EFSAB when it is completed.
TITLE: General Discussion of the 5 Methods Presented July 16, 2013
Presenter: Mary Lou Addor
During the July 16 meeting, 5 presentations of proposed recommendations were provided to the
EFSAB. Based on months of exploration and examination, the five presentations were:
1. Alberta Desktop (presenter - Chris Goudreau)
2. Decision Support System for Environmental Flows (presenter - Kimberly Meitzen)
3. 20/30/40% and 30/40/50% of Annual Mean Flow (AMF) and Mean Monthly Flow (MMF)
(presenter – Hugh Barwick)
4. 80 Flowby (presenter Tom Fransen)
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 10 of 97
5. Establishing Ecological Thresholds (Ad Hoc Water Coordination Group)
During the presentations, several members commented that although the proposals were
independently derived, they had commonalities; converged was a word heard during the afternoon
presentations. The EFSAB members discussed the common themes that they heard and began to
examine how the 5 methods addressed the deliverables requested of the EFSAB.
Major Discussion items/concerns/questions:
smaller drainage areas need more protection than the larger drainage areas
consider a toolbox not an equation with 4 basic tools
need to be conservative for planning purposes in order to provide a level of certainty. Certainty
is not just an issue for the science board, but for the developer who wants to borrow money to
build houses, the bank who plans to loan him the money, the municipality that wants people to
live there, or for zoning board that wants to provide fire services during drought years. They
want to know the water will be there. Everyone needs some assurance that we’re really certain
or we’re on the edge of certainty.
one size does not fit all; different sized streams, geography on streams will affect the threshold
by whatever definition...
each presenter believes is he/she is proposing a conservative strategy, and everyone is thinking
about 2 things:
o the dangerous thresholds we don’t want to cross and
o how to measure what’s happening to avoid crossing the thresholds
proposals are essentially the same in sense there is some % of water distributed over some
period of time. We have to determine – how much and over what time?
in areas where data are lacking, we conservatively recommend a protective percentage and
then the subsequent recommendation is to ask the state to go out and gather information to
increase the certainty of our recommendations.
Decisions Made: None
Proposed Actions or Identified Decisions to be made: Lou will compile meeting discussions and
distribute to the EFSAB before the July 17 meeting.
TITLE: Update from the Coastal Subcommittee
Presenter: Bob Christian
Bob Christian provided an update on the work of the coastal subcommittee, which had its third and final
meeting on July 15. The overall objectives of the group were to: assess applicability of previous
coastal work, both in other states and the Greenville study; develop stream typology; advance spatial
modeling and mapping; establish what relevant ecological and biological dependencies on flow are;
develop frameworks for potential coastal EF criteria and protocols if possible; and identify factors
limiting EF protocols and needed research within coastal systems. The group has divided the streams
of the coastal plain into three groups: medium gradient, non-tidal; low gradient, non-tidal, and wind or
lunar-driven tidal freshwater/natural or engineered (ditch, canal). The medium gradient streams tend to
be the main stems and their tributaries. The group concluded that a good threshold would be
0.001m/m, with any stream with a slope of less than or equal to 0.001m/m being low slope, and
anything over that being medium slope. The group developed potential ecological flow strategies for
these 3 types of streams, depending on geographical area (piedmont origin, upper coastal plain or
lower coastal plain). Because of flatness and proximity to the sea in the coastal plain, ground water
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 11 of 97
and surface water are so closely linked that ground water withdrawal can be important to surface water
flow; ground water withdrawal may alter inundation patterns of low order streams, and ground water
may be shunted into surface water for agriculture. Also, flow is closely linked to water quality (salinity
and dissolved oxygen), so in determining how flow affects organisms one has to take it with a water
quality link. Also in the coastal plain, stage is not necessarily well defined by freshwater flow. In
discussing what assemblages might be key to focus on in terms of flow relationships, the coastal group
chose anadromous fish (upstream spawning, including Blueback herring and alewife (under
consideration for endangered status), American shad, Atlantic sturgeon (endangered), Shortnose
sturgeon (endangered), and Striped bass (stock status – concern)). Also important are catadromous
fish (marine spawning) including eel – (stock status - depleted), and estuarine species – some of the
common low-salinity species that occur in river systems: southern flounder, Atlantic croaker, spot,
menhaden, bay anchovy, blue crab, white shrimp, striped mullet. They focused on fish because they
are ecologically important, they are economically important, and they have some very real and, in some
cases, reasonably well defined links to flow. Regarding anadromous fish, there is a large database for
the State, spawning flows are important, flows during larval and juvenile grown and development are
equally important, not simply spawning season; the position of the salt wedge is important, and habitat
suitability models are available. In thinking about the coastal plain there are 2 foundation species
groups: riparian swamp trees for which overbank flow frequency, timing and duration is important as
well as salinity and dissolved oxygen; and submerged aquatic vegetation for which salinity and
dissolved oxygen are important. The group proposed assemblages to focus on in each of the 5
groupings of steams (the 3 stream types in various geographic areas). The group then identified areas
needing additional research: juvenile abundance indices vs. flow and salinity/conductivity; salinity
distribution across the coastal plain; quantification of stream typology classes; Roanoke slab shell
mussel distribution and abundance as representative of benthos; hydrologic metrics and characteristics
of coastal streams; determine reference flow regimes for each river basin; and balance of withdrawals
from and discharges to coastal streams. Largely, at least initial data are there but have not been
analyzed.
Major Discussion Items/Concerns/Questions:
Whether and how the Roanoke slab shell mussel is representative of benthos, concluding that it
may not be representative, but that it has value for bio monitoring
The coastal plain highlights an area that the EFSAB has not discussed a great deal: goods and
services.
Salt intrusion and DO are both powerfully influenced by flow, and in the coastal plain they may
be powerfully influential on the integrity of biological communities
APNEP and its comprehensive management plan have ecological flows for the
Albemarle/Pamlico as a priority item. Dean Carpenter intends to continue the work of this group
beyond the length of this EFSAB.
Bob concluded that a little more thought needs to be given to benthos.
There are variations between the basins. We need to be basin-specific when we look at these
things.
Is there a threshold for flow measurement that is noticeable, visible in a surface type of velocity
or directional velocity or even measurable with a flow meter? I have fooled around with some of
these and I want to make sure we have that building block there to make a meaningful
dichotomy between flat and really flat streams, and is there a threshold that has something
other than the numeric coefficient that we can point back to.
The estuarine-dependent species, many of them, spend their first three or four months in fresh
water. Also, when you talk about estuarine dependent species, you are talking about their
resident time in the fresh water.
If you are in a very low flow system, like a zero flow system, you are going to be concerned
about quantity, and water quantity is going to be influenced by water extraction.
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 12 of 97
Given the fact that we are not going to be doing OASIS modeling in these reaches, that's going
to require some other methodology for other monitoring or planning for those areas so the post-
processing we talked about in the other part of the basins where OASIS is going to be used, it is
going to be another modeling effort that can handle tidal and variations in flows or some sort of
spreadsheet post-processor type of thing.
Decisions and Recommendations: none
Proposed Actions: none
TITLE: Presentation: Review of the EFSAB Charter
Presenter: Mary Lou Addor
Mary Lou Addor reviewed the Charter with members of the EFSAB. The EFSAB did not make any
major changes to the Charter which serves as a working document for the EFSAB.
Major Discussion items/concerns/questions:
The EFSAB would like members and their alternates who served the EFSAB but are no longer serving
for various reasons to be listed in order to recognize their participation and contributions. In addition,
the full list of EFSAB members and alternates will be included on the Report to the EFSAB.
There was request for DENR to continue to inform the EFSAB about the status of their
recommendations for at least one year following their Report to DENR.
Decisions Made: Ensure the list of EFSAB members and alternates who served previously but are no
longer serving for various reasons are included in the Charter Appendix and the Report Outline. The list
of previous members and alternates has been included in the Charter and list of members posted
online at NCWater.org.
Proposed Actions or Identified Decisions to be made: None
TITLE: EFSAB Deliverables & Proposing a Framework for Characterization
Presenter: Chris Goudreau
A document describing the deliverables the EFSAB is responsible to provide including a framework for
characterization was distributed and discussed at the close of the July 16 meeting and on the EFSAB
listserv. The document was composed of three sections 1) statute, 2) characterizing the aquatic
ecology of different river basins, and 3) identifying the flows necessary to maintain ecological integrity.
The following points were made in the document:
a. characterizing the aquatic ecology of different river basins (setting the stage)
Need to address this charge beyond exploration of a classification system
Determine a who/what, where, how, when, and why framework to characterize the aquatic
ecology using existing documents and databases like the DWQ basin plans.
b. identifying the flows necessary to maintain ecological integrity with data from NC, with data from
other studies and jurisdictions including scientific theory to justify flow recommendations
Major Discussion items/concerns/questions:
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 13 of 97
Characterization is not really the key part of the work. Let’s spend a minimal amount of time on
the characterization component -- talk about it, state why we have what we have, how we’ve
richly analyzed the data using available data bases that were not collected for this purpose.
Here’s what we think and then move onto the additional discussions.
Give them what we want to tell them and lay all the data out there (there was a time we were
thinking about a classification system). This helps us explain why we might recommend these
following approaches. And gives us an in-road to justify why we think small streams should be
treated one way, main stems another way, coastal streams another way.
It is not the EFSAB’s job to find out or understand what the legislative intent was at the time that
the legislation was drafted; it is the EFSAB’s job to interpret it to the best of our scientific ability,
and to answer it in whatever full capacity we can, and then move on to what folks are really
going to focus on.
Decisions Made: Jeff made a request that consensus recommendations are not finalized until Jeff
(and perhaps others) can review the discussion items. Jeff’s alternate cannot attend Wednesday
either.
Proposed Actions or Identified Decisions to be made: Lou compiled meeting discussions and
distributed to the EFSAB before the July 17 meeting.
TITLE: Presentation: Review of the EFSAB Report Outline
Presenter: Mary Lou Addor
Mary Lou Addor reviewed the most recent Report Outline with the EFSAB.
Major Discussion items/concerns/questions:
During the July 17, members commented that the Report Outline is too RTI/USGS centric and that
other research that has transpired, been conducted and considered should be included in the Report to
DENR. The EFSAB is currently focused on providing recommendations at the July and August meeting,
intending for the writing to occur in an iterative fashion between the August and October meetings.
Members of the EFSAB generally support the idea of referencing in the Report to DENR, weblinks to
the NCWater.org (DENR site) or other information, when discussing supporting documents, research,
and larger documents.
The EFSAB was informed that the Report to DENR will be due by the end of October. Members were
still asked to hold the Dec 3 meeting which can be readily cancelled at the October 22 and 23 meeting.
Decisions Made:
Ensure the recommendation on T&E Species is added to the Report Outline.
The EFSAB was informed that the Report to DENR will be due by the end of October. Members
were still asked to hold the Dec 3 meeting which can be readily cancelled at the October 22 and
23 meeting.
Proposed Actions or Identified Decisions to be made: The Report will continue to be updated; the
EFSAB will be apprised of any updates and the Report Outline will be distributed for their review when
the next round of major changes are made.
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 14 of 97
TITLE: Discussion of key concepts about ecological responses to altered flows
Presenter: Tom Cuffney
Tom presented some key concepts that are familiar through the literature and investigations. The
group discussed them and made some amendments to them. They decided that this list included
concepts to keep in mind when discussing potential recommendations and that it was not agreed upon
criteria for evaluating methods. The amended list follows:
1. It’s important to maintain as natural a flow as we can (changes in frequency, duration, timing and
rate of change, magnitude cause damage).
2. To do #1 requires small time step (such as daily). An annual value will not capture the flow regime.
3. Urban studies show and increase in frequency and duration at low flows creates degradation.
4. Droughts and drought conditions are natural, but are extremely high stress events in the
ecosystem. Increasing frequency or duration of drought flows will lead to degradation.
5. High flows are important. Streams must get at their floodplains (with consideration of frequency,
duration, timing, magnitude). If that doesn’t happen you’ll change biology. In coastal and lower
piedmont streams, high flows also needed for salt and dissolve oxygen management.
6. Size matters – the smaller the system the less it can stand if water is taken out of it.
7. Minimize distance between removal and return. The smaller the gap is the smaller section of
stream affected by flow. Interbasin transfers are undesirable.
8. We have few tools that directly assess the biological effects.
All the tools point to adverse affects even at relatively low levels of withdrawal. (biological
response begins at the origin of the graph and changes continuously; there is no threshold. )
Models are all highly variable. There may be a high probability that the models currently do not
offer enough protection to the resources.
The models will continue to improve over time if thoughtful studies are funded (adaptive
management approach).
PHABSIM is not a direct but is an indirect measure of effect. But probably will be the best site
specific method that we have.
9. All this leads to uncertainty, so we need to be risk adverse in recommendations, and narrow those
over time as more data is available.
10. It is possible that a watershed may not currently be supporting stream flow requirements for the
ecology of the system.
11. There may be additions to this criteria list based on review of reports & presentation.
12. Impacts to biology when small amounts of flow are withdrawn may be attributed to water quality
(though benthos are more affected by water quality than fish).
Major Discussion Items/Concerns/Questions:
This shouldn’t be used as decision-making criteria without more thought and discussion.
These are things that would go in research assumptions, in preface of the report, as the
foundational concepts that research shows, that recommendations are built upon. We need to
communicate this within and beyond the board.
These also might be of value in helping to evaluate the trial balloons.
Decisions and Recommendations: none
Proposed Actions:
1. Chris Goudreau will go through reports to see if there are other key concepts that could be
added to the list and present additional concepts at the August meeting
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 15 of 97
TITLE: EFSAB Discussion on Characterization
Major Discussion Items/Concerns/Questions:
The RTI/USGS proposal, the Decision Support System for Environmental Flows, and the
30/40/60% proposal offered approaches to characterization
RTI/USGS recommended normalizing fish data and normalizing benthos data in two different
ways and said that biological responses should be determined for flow alterations The work
showed that for fish we need to use the Shannon diversity index because it give us more data to
work with. For benthos, we did not need to; we used the EPT species richness.
The presentation on the 30/40/60 approach characterized according to general fish communities
and physiographic provinces. Someone could say that it is biological characterization approach.
One thing we can do in writing this up regarding the characterization, we can characterize by
hydrology, biology, geomorphology, and other aspects. We can make that statement then say
that we are focusing in on the hydrology and biology. Then it is clear that we acknowledge that
these other aspects are out there, but they are not necessarily central to where we are going.
Then give the explanation and the details about what we are focusing in on.
We could just include a table showing all the things we considered, and here is where we want
to go.
We can say here are all the gazillion bugs; here's the communities; we have Atlantic slope
basins; we have Tennessee basins; we have different fish communities in some; we have
different bug and aquatic conditions; we have cold water communities down to warm water
communities; small streams, big streams.
I think we need a subgroup to make a separate fresh look at independently characterizing the
ecology of each and all of the basins just in descriptive terms that we can pull out of basin plans
and that sort of thing just to characterize the ecology.
We might generate a map.
I think there is a good deal of information that we could cobble together of the distinguishing
characteristics of groupings. I don't think we need a fresh look at it; I think we could synthesize
what is out there.
We should use discussion of characterization to set the stage. Why do we think seasonality is
important? Because the ecology needs it. Why do we think high flowsin the spring are
important? Because the ecology needs it. Through highlighting those things through the
characterization can set the stage for what are our recommendation assumptions. Highlight
those key features so that they carry forward into the recommendations.
The complexity of what my fisheries colleagues are proposing for the invertebrates is a little
daunting. We have almost a thousand taxa in this descriptive database. I don't know how
many fish you have. There is a lot more work than one individual can do.
I was suggesting just general statements with some specificity as needed to get across the
concepts.
We do have some characterization of the Coastal Plain.
The bulk of the characterization of the Coastal Plain will be addressed in the proposal from the
Coastal Plain subcommittee.
Decisions and Recommendations:
1. Mark Cantrell and Chris Goudreau will write up a draft section for the report on characterization
based on the Board’s discussions. Jaime Robinson and Linda Dieboldt will review the draft.
Proposed Actions:
1. Characterize the distinction between a large river, a small catchment, and a wadeable stream.
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 16 of 97
[This was added during the discussion on flow approaches for large rivers.]
2. The bulk of the characterization of the Coastal Plain will be addressed in the proposal from the
Coastal Plain subcommittee.
TITLE: EFSAB Discussion on Small Stream Protection (original proposed heading was
maximum allowable withdrawals )
Moving down the list of proposed items to address, the group then considered what the various
proposals offered regarding maximum allowable withdrawals.
Major discussion items/concerns/questions:
This exceeds our brief.
That would fall into the site-specific or project-specific study category.
I think the part of this worthy of discussion is the small basin protection. There was a
specifically outlined recommendation for protecting smaller watersheds. The 30/40/60 approach
also mentioned that there might be trout streams or other small catchments that need
protection. I would like to ask how we could go forward with a recommendation on how to
protect the smallest drainages.
Our recommendations should include a significant emphasis on the need for identifying some
threshold for which no more water should be withdrawn and also note that in some cases
existing withdrawals may already exceed that threshold. I think we should provide that
framework with emphasis on its needing to be done. Providing information about when there is
no more water to be taken is probably the most important aspect of any recommendation that
we could provide.
I agree that the tiniest streams should not have withdrawals, but the fact is that DENR needs to
make that call, not us. We can recommend that DENR should make some sort of determination
of that, but we should not tell them what it is.
It has to be put in terms of ecological integrity.
Our strategy for predicting biological response to altered flows is going to show huge changes in
small catchments. The smaller the catchment, the bigger the change.
That statement demands that we make a recommendation of some kind associated with that. If
we don't put something like that in there, then people won't draw that conclusion.
I would say regarding the small stream discussion that small streams with high flows with a
small withdrawal would have a low impact, as opposed to a large stream with a large intake
during drought conditions could have more impact. I don't think it is necessarily the size of the
stream; the issue is the size of withdrawal relative to flow.
But we also said, and I know this is true from the PHABSIM results, that the smaller the stream,
typically the higher the flow recommendation needs to be to cover all the aspects of the habitat.
The further down you go you can get by with less water to maintain the same percentage of
habitat. I think we do need to capture this concept as a recommendation. Now how we word it,
whether small watersheds or some combination of that and other metrics, we can discuss, but it
seems it is an important concept we don't want to lose.
As a scientific advisory board, I think it is incumbent on us to say that on every stream in NC
there is a point at which withdrawing an additional increment of water will change the ecological
integrity of that water body. There is a point in every stream, large or small. It may be sooner in
smaller ones; it may be sooner in some of the flashier streams; or later in some of the bigger
rivers. But there is a point. That can be defined by any of these approaches as a threshold.
If we write a guideline that says that for catchments smaller than some size extra caution should
be used when evaluating biological impacts from flow alteration, and then somebody among us
figures out what that size should be, that probably is okay [not outside our brief]. The wording
"maximum allowable withdrawal" suggests a form of regulation, which is why I said we should
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 17 of 97
not do it. Regarding there being a point at which taking water out of a river violates its
ecological integrity, I disagree. What we have learned in our work is that if you take any water
out of a stream, you will affect its ecological integrity and taking more water out of a stream will
further affect its ecological integrity.
Basically what we are creating is a set of triggers for site-specific evaluation. Perhaps what we
need here is a recommended trigger that says if the watershed is smaller than x amount, you
should automatically go to site-specific evaluation.
Reason for this effort was to avoid going to every stream in NC to do an inflow study.
In response to the facilitator’s question about what site-specific evaluation means, it just means
that we have raised the flag on this. All we are saying from the planning perspective is that
further investigation is recommended. Whether that is a site-specific study in the field or
something else is at DENR’s discretion.
Decisions and Recommendations: none
Proposed Actions:
1. Make sure that whatever methods are used in the recommendations for wadeable streams
address the issue of extra protection for small streams.
2. Define small stream.
3. Clarify what site-specific evaluation means.
TITLE: EFSAB Discussion on Large River Approaches
The group then moved down to the next item on the proposed list of items to discuss, which was flow-
by goals for large rivers. Discussion led to changing the title of the issue.
Major discussion items/concerns/questions:
When this list was originally proposed, I don't think this was exclusive to large rivers. I think in
our conversations over the course of the day yesterday, we got the feeling that if we don't need
to use a flow-by approach anywhere else, we may need to recommend that approach for larger
rivers because the data used for other approaches was from wadeable streams.
There was a thought that we have this wonderful biological data set in wadeable streams and
that comprises 88% of the catchments, but it does not include the main stem rivers where the
water withdrawals are likely to come from; therefore, maybe we should use a different approach
for main stem rivers and use the RTI/USGS approach for wadeable streams.
So for the second item, maximum allowable withdrawals, we changed that to something about
small watershed protection. I think it makes sense to change the 3rd item to "Large River
Approaches", which would include the flow-by percentages, the modified SC approach, and the
Alberta method.
What I had in mind was that the RTI/USGS approach works for the 88% of North Carolina
catchments that are characterized by wadeable streams. The seasonally stepped minimum
flows represent a wonderful safety net we ought to consider for all catchments. For the larger
streams that are not characterized by wadeable streams (12%, but they are the biggest ones)
we need some other strategy, and perhaps the flow-by goals that were presented by TNC and
the Alberta Model and the DENR proposal should be considered. The TNC flow-by goals were
complicated, but DENR's goal was 80%; the Alberta Model's goal was 85% and TNC had a sort
of stepped flow-by strategy. So the question do we want to adopt flow-by goals for catchments
that are not characterized by wadeable streams and if so, what should it be?
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 18 of 97
Another question is if the Board supports the idea of having a minimum flow recommendation
and whether that would be the SC-modified approach or what was used in the Alberta
Approach, the ecological base flow.
I guess we can get into the details of wording later, but regarding minimal base flow, I'm not
sure if that minimum refers to when the flags start flying because in terms of restricting
withdrawals, that's more of the permitting arena, not the planning arena. Also, during droughts I
hate to see mother nature violate our base flow so during drought I don't know where we are
going to set that base flow.
That's why Alberta deals with both. You may want to call that cut-off flow or low-flow cutoff or
EBF.
I think what was brought up yesterday was to use the modified-SC approach to set the
conceptual bounds.
For clarity, base flow is flow fed by ground water. We should not use the term base flow. We
should be talking about minimum recommended flow. It will be up to DENR what to do with that
recommendation.
How are we are going to work in the cumulative nature of those and where is the baseline?
Eighty-five % past a point then another point, then another point, then another point can reduce
that cumulatively downstream.
Or it can be done cumulatively or it can be done with the baseline concept and just set it up
river-wide and say this is where it is now, and with whatever percentage, that is the baseline at
your point.
It's not 85% of inflow; it is 85% of the hydrograph, the flow duration curve.
That's an entirely different strategy.
With a flow-by approach, that could but does not have to have a seasonal component, right?
The flow-by goal is a percentage of instantaneous flow-by. The seasonally stepped minimum
flows may or may not be.
Decisions and Recommendations:
1. For large rivers, acknowledging that we need to define large rivers, use a flow-by approach
using some type of floor/cut-off/ environmental base flow (EBF) and address cumulative effects.
Proposed Actions:
1. Characterize the distinction between a large river, a small catchment, and a wadeable stream.
2. Decide what flow-by approach to use for large rivers.
3. Decide what floor/cut-off/environmental base flow (EBF) to use in conjunction with a flow-by
approach in large rivers.
4. Determine the term to use: floor, cut-off, environmental base flow, or something else.
5. Determine how to address cumulative effects.
6. Decide whether the flow-by approach needs to use a different percentage seasonally or if the
seasonal variation will be captured inherently to the approach (taken from the projected
hydrograph, which includes seasonal variation).
TITLE: Wadeable Streams (original topic was seasonally stepped minimum flows)
Major discussion items/concerns/questions:
When you get to RTI/USGS methods it tells you how those strategies will perform. It’s a pretty
good way of how an additional alteration will produce an additional affect.
The RTI strategy cannot be used to prescribe a flow. It can be used to test a flow and what it
does to the biological condition.
I’d hoped to see a stepwise strategy in which we have some sort of flow by target, some sort of
minimum flow recommendation, and some strategy for measuring the approach.
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 19 of 97
The 5 proposals weren’t intended to work as separate components. Everything is still up there
for consideration.
Starting numbers for % are easy, but need to figure out how much biological change do we
recommend that DENR should accept.
Leave it up to DENR to determine what they want to do with target flows, minimum withdrawals.
The problem is it’s a tall order for DENR to do that for everything all that at once. Probably
should look at literature for guidelines for target flows, minimum flows to help DENR.
I think we should start with safe standards and give DENR an excellent measuring tool.
The flow recommendation approaches are essentially the same that we came up with; the only
difference is for wadeable streams we have this additional measuring stick with which to assess
the tool that might be recommended.
The group discussed the flow by percentages and low flow cut-off provided by the different
proposals (see notes further within for more details.)
Mean monthly flows were more similar to the normal hydrograph than mean annual.
The only thing we’re trying to say is that if you go below that, the ecosystem suffers. We’re not
saying anything about what you can or can’t do; our responsibility is simply to tell you if you
cross that threshold, the ecosystem suffers.
Decisions and Recommendations:
1. Wadeable streams approach:
Flow by approach
Apply EBF/SC modified, for when a flag goes up
Characterize difference between wadeable, small catchments, large rivers
Address cumulative effects
Use the RTI/USGS tool for assessing biological responses to altered flows
Proposed Actions: none
TITLE: Listed Species Triggers
The EFSAB discussed using the proposed recommendation developed by the T&E subcommittee and
approved by the EFSAB at the June 2013 meeting. That recommendation will be added to the Report
Outline:
T&E subcommittee review suggests that flow-habitat relationships for these species are broadly
addressed by the PHABSIM approach. Rather than further evaluate the developing research on
T&E species' flow requirements, the SAB recommends that specific, potentially more limiting,
flow needs for resident T&E species should be considered on a project specific basis by the
DWR in addition to the more generic recommendations offered by the SAB. For planning
purposes, portions of basins (e.g., nodes) that include listed species should be treated by DWR
as needing additional analysis.
Major discussion items/concerns/questions: None
Decisions and Recommendations: Add to the Report Outline, the recommendation about the T&E
species developed by the T&E subcommittee as approved by the EFSAB, June 2013.
Proposed Actions: None
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 20 of 97
TITLE: Site Specific Follow Up Recommendation: What Happens when the Flag Goes Up
This section was originally titled PHABSIM as a strategy for site specific follow up. It was the belief of
some members that PHABSIM is the only strategy before the EFSAB for site specific follow up. The
EFSAB determined fairly quickly that it was neither their role nor responsibility to determine an
approach for DENR to use when the flag goes up. DENR will have available a cadre of approaches to
use to assess why the flag went up in order to determine next steps.
When in planning mode and a flag goes up, neither the PHABSIM or EIS/EA field work is conducted
unless there is a permit application. Rather, DENR will assess why the flag went up given a continuum
of means available to them including field studies, talking to water users in the basin about other ways
that they can meet their water needs, etc.
Major discussion items/concerns/questions: What role or responsibility does the EFSAB have in
advising DENR as to the approach that they need to take with site specific follow up.
Decisions and Recommendations: Review proposed recommendation.
If DENR evaluates a catchment for a larger basin and a flag goes up as a result of that analysis,
that catchment or basin would be identified as vulnerable and any proposed flow alteration
would be evaluated more closely.
When in planning mode and a flag goes up, the PHABSIM and field work is not normally
conducted unless there is a permit application. As Fred mentioned earlier, just because a flag
goes up does not mean that DENR is off to automatically conduct field studies. Rather we
might want to say for planning purposes in the Report is that when a flag goes up, further
analysis is required and that might mean anything from field studies, to talking to water users in
the basin about other ways that they can meet their water needs [at that future point] or x,y,z.
[include this section in the recommendation?]
Proposed Actions: None
TITLE: Coastal Plain Strategy
The NC Coastal Working Group will provide information that they are proposing be included in the
EFSAB Report outline at the August meeting.
Major discussion items/concerns/questions: None
Decisions and Recommendations: None
Proposed Actions: None
TITLE: Adaptive Management Strategy
The EFSAB discussed using language in the Report Outline to describe Adaptive Management.
Major discussion items/concerns/questions: The word threshold was discussed and qualified.
Decisions and Recommendations: Use existing language in the Report Outline
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 21 of 97
Proposed Actions: None
II. July 16, 2013 Meeting Orientations and June 18, 2013 Meeting
Summary Approval
Members and alternates of the Ecological Board Science Advisory Board introduced themselves and
their affiliations. Guests in attendance and the facilitation team also introduced themselves. Everyone
was reminded to sign-in who attended the meeting.
A brief orientation was conducted of the meeting facilities (restrooms, concession) and available
technology (webinar). Members and alternates are encouraged to sit at the main meeting table and
guests at tables away from the main meeting spaces. During discussions of the members and
alternates, guests may comment once members and alternates have completed their comments and
questions. During small group work, guests can also participate in small group discussions but may
not dominate the time. Everyone is asked to ensure that space is created for others to engage. From
time to time, the facilitators will conduct a straw poll to determine the current level of support for an
idea or what additional information is needed, not necessarily for a final decision.
The EFSAB approved the June 18, 2013 meeting summary, and it has been posted to the NC
Water.org website.
III.Presentation: PHABSIM on Mountain Sites, by Fred Tarver
Presenter: Fred Tarver, NC DENR
Fred’s powerpoint presentation can be found here
When Jim went through PHABSIM IFIM sites that DWR had when we were trying the classification to
look at habitat responses in terms of hydrologic classes that we were trying back then, he picked out
some of the IFIM sites that corresponded with existing OASIS models. Based on those analyses he
created these bar charts of various flow scenarios. (showed the bar charts)
Fred showed map of sites that Jim used. It was good but the OASIS models were for piedmont, with
some sites in Broad basin which is still in piedmont though may be considered transitional. If you recall
a GoogleEarth map that showed the 30+ IFIM sites that DWR has across the state. There was talk
about resurrecting more IFIM sites to look at habitat responses in other parts of the states, particularly
in the mountains. Most of our work for water supply and hydropower relicensing has focused on
piedmont and mountain sites. Very few if any in the coastal plain, but there is a current quasi- IFIM site
in Greenville on Tar; it’s unconventional and not at a point to look at now. Here is what Jim used.
MOUNTAIN PHABSIM SITES
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 22 of 97
Jim, Fred, Chris looked at other IFIM
sites in mountains to see which were
good candidates in their ability to model
properly, how well they are calibrated,
and for diversity of sites in terms of
streams and river characteristics. We
selected these sites- most are
associated with hydropower relicensing
in Little TN. The bottom 3 are associated
with water supply in French Broad Basin.
These are considered either bypass
reaches, reaches between the dam and
powerhouse when water is diverted
around a natural channel to a dam, as opposed to a peaking reach which is downstream from a
hydropower dam that doesn’t divert water near the powerhouse where you get a fluctuation in flow
dependent on the operation of the powerhouse. You could consider Tuckasegee main stem and
Nantahala main stem as peaking reaches also, if you are a fan of whitewater you may be familiar
withNantahala main stem.
Davidson River is water supply associated with WRC Trout hatchery on U.S. Forest Service land,
Jonathan Creek is water supply for Maggie Valley, North Fork Mills is water supply for Hendersonville.
This map with tacks shows the IFIM sites on a map. The yellow dots are sites we didn’t select, also
associated with various hydropower facilities, mostly Alcoa, TVA, one or two that are recreational dam
releases. Far left tacks are Nantahala drainage, middle is Tuckasegee, others are on the right.
When you select the site, you have to pick the species you will model. Jim selected the guilds for the
piedmont sites that could have habitat curves associated with flow, depth and substrate. He could use
either a species or life stage of species as a surrogate for similar organisms with similar habitat
preferences and are grouped into these guilds (see slide in presentation). The deep fast gravel cobble
(DFGC) is listed as white bass spawning, and if you look at the description of the suitability curves it
may be for a particular time of year. It’s extrapolated to encompass other species that may prefer
DFGC. The guild approach extrapolates to encompass other species and life stages.
In the mountains there may be slight change in species so we had to look at habitat suitability curves
we have that we used for the western study sites. Based on our conversation, we came up with a suite
of species and life cycles, and based on availability of suitability curves for studies. We grouped them
into deep and shallow. Jim also had deep and shallow, he also had bugs grouped with shallow as
opposed to deep grouping.
I ran them all together, I had 7 deep and 12 shallow (slide with list in presentation).
Brown trout spawning abbreviation is wrong (typo).
I’m working on converting calibration. When you do these PHABSIM runs you have suitability curves
based on velocity, depth and substrate cover. When you evaluate substrate and cover people use
different evaluation criteria- you could be detailed or general. Over the years evaluation criteria has
changed. The problem when you use some of these sites is to code substrate and cover equal among
various studies- the complicating factor is to recode the field data, which is time consuming.
OASIS flow record- Jim used the OASIS flow models and created a flow period of record in piedmont.
Since we don’t have OASIS for mountains, RTI kindly produced a flow record using WaterFALL (a 40
LITTLE TENNESSEE BASIN
West Fork Tuckasegee River - bypassed reach
West Fork Tuckasegee River – peaking reach
“East Fork” Tuckasegee River – peaking reach
Tuckasegee River main stem
Nantahala River – bypassed reach below Dicks Creek
Whiteoak Creek – bypassed reach below Whiteoak Dam
Nantahala River main stem
FRENCH BROAD BASIN
Davidson River
Jonathan Creek
North Fork Mills River
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 23 of 97
year record though OASIS uses 80 year record). Both created using unaltered flow scenarios, and
WaterFALL used 1970s land cover. Since we’re using different guilds and flow records, the direct
comparison between piedmont and mountain may be complicated. The EPT for macroinvertebrates
may be most easily compared, since it is an overlap between the two models.
I don’t have results from this today. I could send them when done and/or present them in August.
There were no questions.
IV. Presentation: The Alberta Method for Ecological Flows, by Chris
Goudreau
Presenter: Chris Goudreau
This power point presentation can be found here
The facilitators sent out an e-mail asking for folks to think about trial balloons and also a couple of
questions that were associated with them about the products we are supposed to produce. Last year,
maybe, I talked about the combining of Richter’s sustainable boundary approach and the eco-deficit
approach. I thought I would present that again, but the more I got to looking into it, I thought a simpler
way to do that, math-wise, instead of using eco-deficit as the metric is to just use, essentially, a
percentage flow by approach which Fred is also, I guess, going to talk about later on. In looking at
what other folks have done, just recently, Canada has come up with a method that they use. I thought
it was pretty interesting. Essentially it is a desktop approach, but it also encompasses what certain
provinces use. What I want to talk about is what Alberta uses, which I think they put out a couple of
years ago. I think it was 2011. It is stuff that we have already talked about, so none of these ideas
ought to be new, really. It is just the specifics of what I will be talking about here. The paper that
describes this is one—I do not think it got sent out—the one that got sent out was the DFO report, but it
is very similar. This one can be sent out as well. I think it sent it to some folks, Fred and some others.
But I do not know that it got sent out to everyone. [Fred sent it to the Board during the meeting.] But
what I will go through is the highlights of that, and it is in fact a compilation and a synthesis of other
reports and other work that were done in Alberta and also a literature review and synthesis of work that
has been done in field work and other kinds of work in Canada, in the U.S., and elsewhere in the world,
including a look at a number of state policies and procedures, as well. So it is not just unique to
Alberta.
In essence, it is based on the Richter paper, the presumptive standard paper, that we looked at some
time ago, a year or so ago. So again, this is not something that should really be totally foreign to you
folks here. Here are kind of the basics. The concept that is pulled out of Richter and his work is that
natural hydrographs are preferred rather than flat kind of standards approaches because they maintain
the five components of a natural flow regime. You retain magnitude, timing, duration, and so on. So
that is kind of a key underlying assumption here. A percentage of flow approach of the natural
hydrograph is the easiest way to maintain all of those aspects of the hydrograph. The intra- and inter-
annual variability. And that is a pretty easy concept to get across to people instead of trying to explain,
well, you know, we are going to take a certain percentage of this monthly flow and so on. That can get
kind of unwieldy. In his paper, he talks about sustainable boundaries, what percentages around that
natural flow hydrograph is a bound within which you feel like you are retaining all the functions that an
ecosystem requires and when you get outside of that, parts of those functions can be compromised.
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 24 of 97
So he talks about in that paper,
within 10%, you feel like you
have a high probability of
protecting all of the aspects of
ecology. Outside of 20%,
maybe not so much and so that
is the figure from the Richter
paper that kind of sums that all
up.
The specifics of the Alberta
Method, they use 2 concepts:
the percentage of flow concept,
which we have already talked
about, but also a ecosystem
base flow (EBF) component,
which addresses the problem
that if you lower everything by x
%, at some point you are getting
into that low-flow period more often and how do you protect that portion of the hydrograph. The
ecosystem base flow can go by other names: minimum flow, cut-off flow, or a sustainability flow. The
percentage component, whatever node you are in in the OASIS model, it is the cumulative reduction of
flow up to that point. If you want a 10% flow reduction, it is 10% cumulatively. That gets away from an
issue brought up earlier in our discussions; if you take 10% here, then 10% there you can run it dry.
This gets around that. It is the cumulative effect up to any point on the river. The other thing is that it is
reduction from the natural flow. In Alberta, they use this in streams that are not heavily altered. For our
purposes, as a planning tool, we can do all kinds of things in the models, so we can run it on a natural
flow baseline, a current condition baseline, and a future condition baseline. The other thing they talk
about is an instantaneous flow. In the model, like OASIS or WaterFALL, it is a daily time-step. You run
it on a daily time step, but you could run it, if you had a hydro-peaking condition and you had 15-minute
data, you could do it on that as well. So instantaneous is really dependent on your situation. For us it
would be a daily time step. They use a 15% reduction, which is in that range that's in Richter, in that
moderate level of protection. They base that not only on Richter; they looked at habitat studies from
Alberta and elsewhere. They looked at other states' and other countries' standards, and that number is
in the realm of what a lot of other folks are coming up with, either as policy or in field studies. Fifteen
percent reduction is the same as 85% flow-by. The other part is the ecosystem base flow component,
protecting what is out there during low-flows. [As an example, Chris showed a slide showing natural
flow over a month graph of ecosystem base flow]. If you did not have the low-flow protection, and just
took x% reduction, you could get below a critical flow, not only for longer, (a couple of weeks rather
than a day or two), but also you could dive down deeper. Both magnitude and duration could be
increased if you don't use some kind of a low-flow cutoff. They used 80% exceedance flow, which
another way of looking at that is a 20th percentile flow. It is the low-end of the flow regime that they
use. Another thing about this approach is that you use both of these, combined. Another feature is that
you do this for whatever period of interest you are concerned with. Typically, what we have talked
about is monthly, so each month you would run this and come up with the numbers to plug into the
model. In Alberta they have a really short growing season; it's under ice for part of the year so for
certain parts of the year they might run on a weekly time step for a critical spawning period for a salmon
species or something like that. For our purposes monthly would make a lot of sense. To demonstrate,
Chris showed graphs.
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 25 of 97
The purple dashed line is the natural flow.
This is a flow duration curve. The green
dotted line is the 15% reduction. The x-axis is
exceedance. The red line is the ecosystem
baseline, which is the 20th percentile flow.
The next slide shows that you only apply that
ecosystem base flow during the period when
it makes sense--when you are transitioning
from the reduced percentage flow-by over to
a natural low-flow period.
If you did not have the EBF you would essentially have
a low-flow that should only occur 20% of the time would
occur 33% of the time. What you are doing is moving
that back to the right for the low-flow period.
The actual flow recommendation that we would be
plugging into the model would be the black line. You
would use it until you get down to the EBF, and then
follow the EBF. Then when it gets down to really low
flows you would use the actual natural inflow. In other
words, when it naturally gets below the EBF, you recognize that those low flows on the extreme end do
occur, and that is just one of those
bottlenecks that is going to occur anyway.
That is essentially the concept.
C: So if I interpret that correctly, the space
between the black line and the dotted
purple line constitutes available water.
R: Yes.
Q: Like a yield.
R: If that is how folks look at it.
Q: For that particular example, SAB River,
can you give me an idea of what that
river's characteristics are? Is it a mountain
stream, or...
R: It's just a spreadsheet.
R: I was just curious. It looks like it is a
pretty good size.
R: Yes, it's thousands of cfs.
C: I assume that this month of January is the lowest flow typically seasonally because of the ice
formation?
R: This is hypothetical.
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 26 of 97
Q: What happens to all the water here? Downstream?
R: It flows on through.
Q: Unavailable for anything else?
R: Yes, I guess that would be a way to look at it.
R: It's also available to the next downstream user. It's riparian.
R: That's one of the good things about having it as a cumulative because then it allows not only the
critters downstream but also the next town or whatever downstream to have water.
C: Fred, perhaps you could send out that report. I should have mentioned that I could send out the
report behind this report that was an earlier report that Alberta had done. It was a detailed summary of
all the other reports and field data done by Crittenden (2002). [This was sent].
V. Presentation: Biological/Environmental/Flow Relationships—
Recommendations of the Ad-hoc Group, by Bob Dykes, RTI
This powerpoint presentation can be found here
I am here on behalf of the ad hoc working group, which Sam, Tom Cuffney, Fred and Chris have been
a part of. We have been working to take what we have been able to discern from the data at this point
and make some specific recommendations.
For background, of course you know, the law requires that DENR base their policy by establishing flows
that will preserve ecological integrity of the surface waters in North Carolina. So there is a clear need
to establish some quantitative relationship between the change in flows and the change in biological
assemblages within the surface waters. That, of course, presents the big challenge. Those types of
quantitative correlations have not previously been established, basically, anywhere but, in particular,
have not been established for the state of North Carolina. I want to emphasize that again as we go
through some of the data that we have been working with over the last several months and that we will
summarize again today. These are data for the state of North Carolina. We have been working for
several months to derive these correlations. We now have considered both fish and benthos in these
analyses. The time frame for doing this work has been highly constrained. I think as a scientist I could
speak for all of us that we certainly would like more data, and even with the data we have we would
have liked to have more time to analyze that data. But at this point we are on a time line that is not of
our choosing, and we are presenting this now to be consistent with the time line that has been
established with the work of this committee.
So these are our consensus. I want to emphasize the word here—consensus—of recommendations of
this particular group. Number one, we think in terms of the species that would be the indicator species.
We believe that the riffle run guild should be used for purposes of establishing ecological integrity for
fish based on the Shannon Weaver Index, and ecological integrity of benthos should be based on EPT.
A reduction in fish diversity or species richness, EPT for benthos, of 10% or more represents a
probable violation of ecological integrity. I think there are probably five metrics that ought to be used by
NC DENR as the primary flow indicators of changes in flow regime: decrease in the average annual 30
day minimum flow rate, and then four seasonal measures of eco-deficit. And I should say that the way
the seasons are defined could be done in different ways. In our analysis, the seasons were set in a
way that corresponded with the PHABSIM work that NC DENR has been doing in parallel, but you
could also set up these seasons to correspond, for example, with the South Carolina regulatory scheme
that groups essentially a summer /fall period as a single season. It does not really make a difference in
the analysis. No significant difference depending on how you group those months.
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 27 of 97
The statistical model that we ultimately employed to establish the relationships that we are going to
present today: the fish population data were normalized to the 80th percentile, based on the Shannon
Weaver Index value by drainage basin; the benthic data were normalized by the 80th percentile EPT
value within the excellent DWQ benthic site condition class, and that was at Omernik Class III. And
then the non-linear 80th quantile regression of the normalized data was used to establish the
correlations. A final recommendation is that further data collection and research should be undertaken
to enhance the statistical relationships that we have developed up to this point. These are the results
of the analysis as performed consistent with those relationships.
I have been at some of the prior meetings. I know one of the comments was setting up the data
analysis in a way that the y-intercepts were closer to 100% given that we are using normalized data
with multiple basins so the switch to looking at the 80th percentile of the data as opposed to the 90th
percentile of the data did do that. The black dots in each one of these represent the data points that
were actually used in the regression. You can see the relationships are in all cases somewhat linear.
They are not perfectly linear, but if you go back to, for example, the hypothesis that was initially
presented by the ELOHA framework, there is a question of whether you would see a threshold
response or if there would be some tolerance of change in flow up to a certain point and then some sort
of clear rapid fall off or if you get a more linear response or you get some sort of exponential response.
What we are seeing is something that behaves in a much more linear but not exactly linear pattern.
There is not a great deal of difference. It is very consistent. This is just for the response curve for
where eco-deficit is used as the flow metric.
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 28 of 97
You can see there is not a tremendous amount of difference
between the seasonal
groups with the
exception that summer
is a little bit more
sensitive in terms of the
flow alteration that can
be withstood which
makes sense since that
is essentially
representing already low
flow periods. We see
very much similar patterns with the benthos data.
Again, all these relationships are for eco-deficit. There are,
both in terms of the shape of the curve that is generated and
the degree of drop off, not huge differences, but in summer you see greater sensitivity, and in this case
you see perhaps also an equal sensitivity in the fall period. These are the same data for fish and then
for benthos, but looking at change in the 30-day minimum flow as a percent. We have fewer sites
because we had fewer sites where there had been a reduction in that minimum day 30-day flow. What
we do see, at least in the fish data, we continue to see a similar relationship. For benthos, with the
quantile regression as it was set up here, a .05 value is the measure of significance. This is above .05
and therefore would not be considered statistically significant.
That is it. Short and sweet is what I was told. I do not know if I missed a key point Sam or Tom, Chris,
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 29 of 97
Fred—I am the spokesperson for the committee here so, is there something I left out that is important?
Comment: Just to remind you folks, we used data from 649 fish sites comprising 42 riffle run taxa and
1320 benthos sites comprising 261 benthic taxa. So we did our best to use as much data as we
possibly could. We used all of the data that was available for North Carolina, constraining it by the riffle
run/EPT boundaries, which seem to represent the most sensitive representatives for fish and benthos.
Question: Just a question. I know we have been through this stuff before, but can you refresh for me
what parts of the state, what basins are represented? Is this data spread out in a fairly representative
fashion over all the basins in the state, or is it concentrated in a particular region or domain?
Response: No it is not concentrated. I think that was one of the initial findings, somewhat surprising
findings. Especially with the riffle run guild, they were well represented across all regions in the state
with the exception that the coastal plain is poorly represented.
Comment: And the sand hills—
Comment: If you look back, and I think we shared this figure at one point in one of Jennifer’s
presentations, where the samples were the fish data at least were from across the state.
Question: Is drainage area represented in the same vein? Is it also fairly representative over a wide
range of drainage areas, or is it concentrated in a particular boundary of drainages that are showing up
in your sample points that are only between 50 square miles and 100 square miles or something like
that. Does that make sense?
Response: Yes. I know that was something we looked at. I do not have the exact numbers off of the
top of my head anymore, but it was a broad range. I know we did several iterations where we actually
tried to normalize by that to see if there was any impact, which we did not see simply as a function of
the size of the drainage area. I forget what the upper bounds were, probably went into several hundred
square miles of small—
Comment: It was well above that.
Response: 400 was about the max.
Response: Okay. And probably down to 30 or 40 is the range.
Response: They are a little bit lower.
Question: A little bit lower?
Response: Yes.
Response: All of the PHABSIM sites have been shown so far in this data set.
Comment: So how we envisioned this might be used by DENR is that it would be relatively
straightforward to use OASIS to calculate the change in the seasonal eco-deficit based on a proposed
alteration in flow. DENR then looks at the delta eco-deficit. The bottom, the x-axis, is delta eco-deficit
and so if you are going to increase the summer eco-deficit by 20%, then you go to the 20% line on the
summer eco-deficit graph and then you go up to the black line and left to the y-axis and that tells you
what fraction of the species diversity—not richness but diversity for fish—you can expect to have after
that change. So it is just 20% up to the line and over so it becomes a transform curve. The suggestion
we made was that DENR should—remember this is not for regulatory purposes, it is for planning
purposes-- so when DENR sees that a change of 10% or more in fish species diversity or benthic
species richness looks like it is probably going to occur as a result of a proposed alteration in flow or
future demand or for that matter, climate change, then DENR has some motivation to do additional
research and additional analysis for that change in that basin. So we are not at this point suggesting a
regulatory-like response; remember the question of the legislation is what is it, how much water can you
take out of a river before you begin to challenge ecological integrity? We think that the ecological
integrity is surely challenged by the time you start talking about a 10% change in the biota. Whether it
is measured at Shannon Weaver diversity of fish species or richness of benthic taxa.
Comment: Just to follow up on that, I saw an earlier graph of these, at least for the fish stuff, not for the
full set of benthos, those curves by month, a 10% reduction in biological condition for the fish was
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 30 of 97
equated to about a 9 to 14% eco-deficit depending on which season you were in—
Response: Additional eco-deficit.
Response: An eco-deficit change, right. So it is in that 10 to 15%. The 20% reduction in biological
condition translated to about a 20% reduction due to a 20% reduction in eco-deficit. So a lot of these
numbers that Kimberly is throwing out and other folks have thrown out are very similar, which is kind of
interesting through different avenues of investigation.
Comment: What would help me understand this a little bit in more concrete terms is if we could see in
OASIS a site, maybe one of the PHABSIM sites in the Piedmont, where you evaluate eco-deficit with
this method and at the same time, evaluate is that flow going to look like 20% of mean annual flow,
does it look like 80% flow by. To me, that gives me a concrete connection between what the output
from OASIS is and what an eco-deficit is on this graph.
Response: Yes we can do that. In fact, we already have done that for a couple of sites on the Neuse
and I do not have that information ready to present but it looked pretty good in that it looked like there
was water available. Just to remind you, the eco-deficit is the space between two flow duration curves,
one being the current condition and the other being the proposed flow. And so if the proposed flow
produces a flow duration curve that is below the current flow duration curve, the area of the space
between them by season is the eco-deficit.
Response: I am with you on that. I need it translated into OASIS—
Response: Yes you are just trying to translate that—single number into what it looks like more on the
ground.
Response: Yes, what is the flag going to look like in OASIS?
Response: The flag in OASIS would just be that—for that season that eco-deficit was exceeded.
Response: OASIS does not raise the flag. OASIS says here is what the delta is in 4 seasonal eco-
deficits and your 30-day minimum flow. And DENR sits there with 5 graphs and says the proposed
change in flow produces the following changes in ecological condition, the following changes in
biological condition, according to which graph we use. And my recommendation to DENR is to use the
most sensitive graph. I mean if it turns out that it is the summer eco-deficit that drives the system, then
they should be thinking about that. In some other basin, it may turn out—or some other proposed
duration—it may be the fall eco-deficit, or for fish, but not for benthos, the 30 day minimum flow. Did
that make sense?
Response: Yes. And I may be just stubborn which is probably true. We will bring some examples next
time, I promise.
Response: I am very curious to know what quantity of water withdrawal would trigger this flag to be
raised.
Comment: Well you should know that the quantity of water that will produce a change varies
enormously according to basin. So—
Comment: But right now, this is a statewide application. So it is—[Break in recording]
--use it in basin by basin, site by site.
Response: So we will bring some examples from the Neuse River that we are going to work up to the
next meeting just to give you an idea of how it
Comment: Looking at the graph, if you were to overlay all of those, the slope of the lines is not exact
but it is fairly similar.
Comment: That is what I was saying earlier.
Comment: But it really seems that you have a summer/fall, just looking at the change, I guess summer
is really the only that looks to be significantly different. But then again, I guess it is—
Comment: Actually the fall had the steepest slope.
Comment: But it is a function of this—I guess the quantile regression structure. Unless I am not seeing
data points when you get above 10% in the winter, for example, on the x-axis, all of your data points
are fairly significantly above your regression line.
Response: Well 20% of them are.
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 31 of 97
Response: Okay.
Comment: So I think I know where you are going with this question—
Comment: I just cannot see them under there. The light pink data points under the line, I cannot see
those from here.
Response: Yes, there are some sitting out here.
Comment: Yes.
Comment: So basically, the reason there are 4 lines instead of 1 is because a proposed flow alteration
could change one of those variables much more than any of the others. So, for example, you could
change the summer eco-deficit a lot and not change the other 3 much. In that case, that is the graph
you should use. So we originally picked summer eco-deficit as the representative one and the more
examples we looked at, the more it became clear that the summer eco-deficit might not be what
changes. Your proposed flow alteration might actually change the winter eco-deficit and not the
summer eco-deficit. So we left all 4 in play, and we feel pretty good about that since they are so
similar. And then the 30 day minimum flow is in there as kind of a safety net variable to use in case for
some reason DENR’s OASIS analysis pops that up as a variable even though it does not register on
one of the eco-deficits. But remember that the 30-day minimum flow variable is not significant for
benthos.
Question: When you were looking at these analyses, if you did not have the extreme eco-deficit
numbers, there seems to be not too many data points in the data set for the upper end, does the slope
of that line change up or down? I mean the slope is going to be determined most likely—maybe Tom
could answer this—in calculating this, it looks like the slope is determined primarily by those numbers in
the 0-10% eco-deficit range. Well I am just looking at the winter; for example, you have a broader
range of numbers in the other seasons. So say 30% eco-deficit and below is where the vast majority of
your data points are falling in the 0-10% range. That is pretty much what is determining the slope. And
it is not really a question; I guess it is just an observation. I would be curious to hear—
Response: I suspect that if you were able to truncate that in a more—values at the higher end, the
slopes would actually be much higher.
Comment: That is what I am wondering is what would the impact be.
Response: Yes, when we looked at it with the linear regression, they were very, very steep. So if you
are just extrapolating essentially from those clusters of points here and regressing linearly through
them, all of the lines were intersecting the eco-deficit, the x-axis, at less than 50%. And most of them
fall below that. So you should see a very, very steep fall off. And you may recall, I know we have done
some as part of our internal research and development, not part of the work that has been supported by
this group, we have looked at some other regression approaches as well. Those tended to show a kind
of more exponential, very steep fall off early and then leveling out. But that is, I think, another sort of
qualitative indicator that probably influenced the group of us that have been looking at these data kind
of continuously for six months. Of all the ways we parse the data and analyze the data, this gave
probably the most gradual change. Everything else showed that first 10% of eco-deficit being a very
significant part of the reduction in biologic activity.
Comment: These are actually very conservative curves.
Comment: And I want to get back, Jeff, I think to your first question, too and then the part of that
answer about whether the state could look into what is the relative sort of abundance or prevalence of
riffle run in a particular basin and making that decision. If that is a correct interpretation of the question,
that data is available because we normalized against those.
Comment: We know how many species are present in a basin, or for that matter, at any sample site.
But as I understood your question, you were asking what percentage of the habitat is riffle run habitat,
and that you do not know until you run transects.
Response: Right. That was really just a question to throw out because that would be a challenge for
DWR.
Response: I think they record that, though. There is some representation in their data—the
standardized groups that they do.
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 32 of 97
Response: Well we do indeed have habitat analysis for all of our sites. Probably for about half the
period of record that you all looked at, which include quantitative estimates of how much of that is riffle
run. So that could be obtained without much difficulty.
Response: But that is for the site and not the basin.
Response: Correct.
Comment: But the fish community sample is for the site.
Response: Correct.
Response: But it is normalized to the basin.
Comment: This was our best work with all of the data we could get our hands on; we did the best job
we could. Tom Cuffney who knows more about statistics in his little finger than I do in my entire career
rode herd on us pretty strictly. And I think we have done a good job. I also know that we have done an
inadequate job. I know for a fact that what needs to be done is lots more data needs to be collected
and lots more analyses need to be conducted, but we have to make a recommendation to DENR on the
basis of what we know now. And so what I want to do is recommend something based on the best
available analysis and the best available data with the caveat that DENR needs to do better over time.
Comment: Jeff, I want to go back to the original question in terms of basin sizes. I went back and
looked at the NHD plus data we have and the invertebrate data set. We have 107 sites about 10% or
greater in 500 square miles. We have about 5% that were greater than 1,000. So it covers quite a
range.
Question: So in order to re-translate that same question, Tom, where we have proposed needs of
analyzing water withdrawals in our large systems, which of course our data does not support—say that
we have 1,500 square miles, do you think this is still a good surrogate to apply to that?
Response: Well I think the areas you are looking at, when you look at what we saw today at the Eno,
French Broad—these are all the ones that are in these data sets. They all encompass that.
Question: Yes, but my question is really if we look at portions down at the middle Cape Fear and those
kinds of areas which have huge drainage areas. Below Jordan we are looking at 1,500 square miles or
something like that but what I am asking is do you feel like you have enough confidence in this
approach to apply to large systems as well? When DWR goes to modeling these and using an
approach for not having biological impacts or safe yield and things like that, do you think they can use
the same, if you will, 10% approach in dealing with those large systems? Or do you want to put some
kind of caveats on this and say it is good up to whatever you just said for your drainage area, 1,000
square miles or something like that.
Response: Well the largest one we have is over 9,000. So I am not sure where we put the caveat.
Response: Yes.
Comment: Let me offer a suggestion. 88% of the NHD plus catchments in North Carolina are
characterized by wadeable streams. That leaves 12% and if you map that 12%, they are right along
the main stems of the big rivers. So we acknowledge that by using wadeable stream data, we are
leaving out that 12%. There are three ways to respond to that. One way to respond to it is the
wadeable streams are more sensitive and so if you use this strategy on the main stems, you are
probably okay. As a matter fact, you probably should be better than okay. Which brings me to strategy
number 2, which is the main stems are way less sensitive than the 88% that are feeding into them. And
the third possible response is main stems might be just the right place to talk about a flow by standard
instead of using this strategy. Maybe we ought to use this strategy on the 88% of North Carolina that is
a) the most vulnerable, and b) for which we have the most data; and on the other 12%, which is the
main stem, let’s talk about some sort of other strategy such as a flow by standard. Preferably
complemented by a minimum standard.
Response: And you are getting to the rationale behind my question about percentage area represented
from these riffle run guilds and how well are they represented in the main stem areas. The main stem
of the river is where a lot of the large withdrawals are likely to be. Is this the appropriate curve guild
response for those areas where you are likely to have questions about significant withdrawals?
Response: When you get down to the Roanoke in the vicinity of Williamson, no.
Comment: I mean it may be a great approach; you may need to switch the guild for example.
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 33 of 97
Comment: Let me suggest something here. One of the things I am uncomfortable with is the idea that
we have competing proposals because I think that all the proposals on the table have merit and that
what we really need to be doing is thinking about what are the tools DENR needs to have in its toolbox
in order to answer the question in the legislation. And what we as the scientific advisory board need to
do is help extract, figure out what the best science is and these varied proposals and package that and
give it to DENR. I think there is a lot of merit in what you see up there, but I think it is incomplete. I
think we should also recommend to DENR some strategies for making it better. We should also
recommend to DENR some strategies for operating in big rivers where this may not translate well. We
need to be also recommending to DENR some strategies for minimum releases so that when flow by
standards and/or this strategy do not work out too well, there is at least a safety net. Meanwhile, we
probably also need to recommend to DENR some procedures for what happens if there are vulnerable
species or T&E species. And so on. I think we need a package—a toolbox here, not—
Comment: A standard equation.
Comment: On the riffle run, ignoring the species that we put in that guild, the habitat itself is one that is
characterized by being where both depth and velocity are important variables in terms of the hydraulics
and creating that habitat; therefore, if you are trying to base any kind of a standard around flow, those
are the two things flow are going to impact most, right, depth and velocity. So it is a very—when you
chart that out and maybe in one earlier presentation we presented this slide, I do not know, I know we
have one. It sort of characterized habitats by contribution of—or importance of depth relative to the
importance of velocity and you sort of get that riffle run—takes a big piece of that center. So it is just a
representative habitat, it is a representative fish habitat.
Comment: That might have been a Kim graph.
Response: There was a graph that showed the various guilds and their distribution depth versus
velocity and the big green circle in the middle is the riffle run guild. As the only member of the Venn
diagram that significantly overlaps all the other members of the Venn diagram.
Comment: Just a suggestion. I always come back to putting these in context to a river basin because
DWR is going to ask to evaluate the river basin at the river basin, right, so they have an OASIS model
for the Cape Fear, they have one for the Neuse. I wonder if we might demonstrate a tool box approach
because the tools that are going to be needed in the Little Tennessee, for example, versus the tools
that you would have to employ, potentially, in the Cape Fear might be different. I mean, you might draw
from different tools from the tool box and again, for me, I just like to have concrete examples of what—if
we go forward with that approach, what would it look like in one of the Piedmont basins, for example.
Our average catchment size in the Neuse, within the Piedmont, might be well within the wadeable
streams. It might fall under one of the recommendations that Kimberly made about the very smallest
ones; we would recommend avoiding large withdrawals for those habitats. In the same thing, some of
these have FERC licensing all along the main stem. The need for a large river protocol might be
eliminated by the fact that we have FERC re-licensing that is already in existence. It has been
negotiated, so we do not actually have to provide a threshold under those circumstances because it is
doing under current.
Response: Judy I like all of your comments. But I kind of get the feeling like we have been at this soon
to be three years and our role, as an SAB, is to evaluate the evolving science and to make
recommendations to DWR on some possible approaches that they could use. I think we are getting
there based on what has been occurring in the science and what has been occurring in the data
analysis from around the country. I do not think that is going to stop, ever. But many of the issues that
you raise, which I am very sensitive to and have a lot of questions on myself, to me are about the
implementation of our recommendations. And clearly that is going to have to go forward as well. But
early on, when we were first challenged and stuff, we were given very specific instructions that we are
not the decision-making group, we are the science advisory group and we are not going to have a
perfect product and we are not going to be able to show how our advice can be implemented in enough
examples that will prove satisfactory to people that may have alternative opinions. I do not think it is an
area that we should start building or exploring. If we are going to wrap up our mission by December, I
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 34 of 97
frankly think we have enough to do on our plate besides implementing examples of how the toolbox
could be applied in one area versus another. I hope our other professional colleagues will get that
assignment rather than us. But I agree with all of your comments that those are issues that will not go
away. I just do not want to deal with those at this SAB.
Comment: We can provide some examples, and we will get some Neuse River examples in front of
you at the next meeting, but I would like to point out that we do not have until December to wrap up our
mission. DENR has until December to deliver a final report to the ERC. We have—what?
Facilitator: No, I think it is different; we are going to talk about the report tomorrow.
Comment: Okay so we probably have until the end of August to get something to DENR. Maybe until
the end of September to give DENR 30-60 days to work on it. Guys, we do not have a lot of time, and
RTI is not going to be doing any more research. RTI has to write up the work they have done. At least
on my dime. So what we need to do is beginning I think tomorrow, decide what portions of these
proposals have enough merit for us to try to cobble them together into a recommendation.
Comment: Just for my edification as looking at the different approaches, I think the value in what Judy
has requested and not to delay any implementation, I think what we are seeing is a convergence. If
you were to take this approach, Kimberly’s approach, what will be presented later on, I think what we
are honing in on is a convergence. If you were able to give them a common denominator on a
particular basin or group of basins, I think what you will see is the approaches, in terms of allowable
water use, withdrawal, whatever you want to call it are going to be relatively similar in the bottom line. I
think there may be point specific areas where they diverge. That may be something we need to know,
but just my impression is that everyone is sort of converging on a similar type of common denominator
that would be useful to have some idea of whether or not that is true. It is hard for me to translate what
this means into what Kimberly presented or what will be presented this afternoon and understand
where they converge and where they diverge without seeing some example of a specific number. That
is all. Just a comment.
Comment: Can I just make a quick comment? I did not present you this and I am not going to, it was
just a test drive, but I wanted to see just on my own what that withdrawal of the 10% of the mean
monthly annual flows looked like in terms of calculating eco-deficits. In most cases, it came out to be
about 15% change within the eco-deficit change. Now, one of the things I looked at in the papers was
that you are going to have a natural amount of change associated with your percentiles, so I think it is
also important to incorporate whatever that window is. The ___ paper and Richter and a couple of
others have said a range of between 10-20% natural fluctuation around your flow duration curve could
happen naturally because those are just natural ____. So one of the other reasons I like dealing with
the medians and that 10% of the median is that overall deficit change was within a basically 15%
window for most of those 63 gages. Some, it was less. Some it was only at 5% eco-deficit change. I
mean, others it went right up to like about that 15% point. So it will be interesting to see the translation
of the discharges relative to their eco-deficit with what I did because I found it was about a 15%, which
is more change than some of the recommendations I think that they are going with. Theirs have
actually been more protective. So it might be that it is more protective than that 10% of median.
Comment: And I do not think it is necessarily our job to pick a specific number. We recommend an
approach and we say, if you take this approach and you plug in this number, here is what you get and
you plug in a different number or if you do not like it, they can use the same approach and plug in a
different percentage and that is not our specific task, I think. We just need to decide which highway we
are going to go down.
Response: I agree. I would be really interested to see that comparison because that was something I
was trying to look at with the numbers I was doing.
Comment: I do not have any basis at all for it, but I think they are converging.
Question: Kim, let me understand what you said. A 10% reduction in median mean annual flow tends
to produce a 15% increase in the eco-deficit and I assume you are looking at annual.
Response: Yes. It was the eco-deficit calculated by using that change. So if you take a hydrograph
and then you apply that deficit of the 10% median monthly, create a flow duration curve from that, the
difference between those was about 15%. But like I said, some gages it was 5, and some were closer
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 35 of 97
to 15. It varied.
Question: So it was 5 to 15?
Response: Yes, right.
Comment: Yes, based on this discussion and what Judy was requesting, I am thinking that based on
the manipulations that Jim did with his bar charts that perhaps if we went back and create flow duration
curves on some of that spectrum of hypothetical flow by situations, scenarios that he created that
probably these eco-deficits fall within that spectrum. We probably have done that already with the
PHABSIM sites that, I guess, we can go back and look at some of those manipulated flow records and
find out where 10% eco-deficit falls in that spectrum of the work that Jim or what we are doing with the
mountain sites. That stuff exists right now.
Question: So you are saying you could pull it together?
Response: Yes.
VI. Presentation: 20/30/40% & 30/40/50% of AMF and MMF -Updates
Presenter: Hugh Barwick
Presentation online at:
http://ncwater.org/Data_and_Modeling/eflows/sab/presentations/20130716/Seasonal_Percent_Flows_P
roposal.pdf
http://ncwater.org/Data_and_Modeling/eflows/sab/presentations/20130716/Adjustment_to_seasonal_p
ercent_flows_example.pdf
Hugh Barwick presented the 20/30/40 and 30/40/50 method of mean annual flow.
Hugh: At the June meeting, I was asked to present in July on how the 20/30/40 and 30/40/50 method
accommodates habitat in the streams. Fred Tarver sent the base information of spreadsheets and
figures which took about 3 weeks to decipher. With Tom Thompson’s and Tom Fransen’s assistance, I
was able to massage some of the information into the flows for Piedmont streams looking at 20/30/40
annual mean flow.
This is WUA habitat, and it’s compared in percentages with the key percentage being 80% but it is the
comparison between the flow, either 20, 30, 40, or as it relates to the unregulated habitats. Anything
below <80% is not good and will be red on the charts; if it’s above 80%, then that’s good. You have a
handout of charts for 9 sites.
In June, I presented a high flow recommendation of 40% for either the annual mean flows or a
percentage of the monthly flows with a transition period at 30% and a low flow period at 20%.
The first table is Buckhorn Creek. The green is >80 and <120; the red is <80, and yellow is >120. I’m
not clear why we wanted to look at a habitat above 120 but followed Fred’s previous chart format. I
have provided a code for the guilds – example the riffle-run dwellers for shallow to fast flows.
For your reference, as you might expect, if you look at the percentages of flows, we are recommending
30% in January, 40% in February, March, and April, transitioning down to 30% again in May and June,
and then 20% the rest of the year. For most of these shallow water species, we had >80% habitat. We
start running into trouble here for these shallow species with high velocity guilds where we simply do
not have enough flow to accommodate an >80% habitat for them. For these deep pool guilds, we have
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 36 of 97
adequate habitat for deep slow cover and; when we get into the deep fast flows with gravel, cobble,
coarse habitats, we see deficits. It’s kind of variable through here for some months. For the deep fast
gravel and cobble – all the way across is limited for white bass spawning. I believe there are other fish
that would fall into that guild. During the summer, we have adequate habitat for a portion of those. We
considered other species like American shad juveniles which had limited habitat some months.
C: When you use the guild approach, it doesn’t necessarily mean the species is there, but that the
habitat – that preferred habitat – is represented amongst that particular guild. So even if you have a
stream that won’t in all likelihood have American shad, that preference represents some guild
though.
Hugh: That’s also true for golden redhorse adults and I assume for other adult redhorse species. For
juveniles, there is a suite of other species like the creek chub here, and other adults as well.
Next, are the invertebrates, the EPTs. Moving away from the redhorse species in the early winter and
in the fall, there seems to be adequate habitat here on Buckhorn Creek at the flows we were proposing
in the original trial balloon. So, questions on that before we move from Buckhorn Creek?
C: An observation is that when I see these January through April numbers or December through April
numbers, I’m more worried about the actual animal fields. It tells me it’s becoming a much
shallower system. That if you’re total available slow- shallow or shallow slow coarse increases by
almost 500%, you are shifting the habitat to a much shallower system in the winter time. This is
also reflected simultaneously by a reduction in the deep coarses.
So rather than thinking about the species at this point, that’s a significant shift in the type of habitat
for the winter months. For me, that’s going to have ecological implications, whether it’s through
sediment transport or ecological functions. It seems like that could precipitate change.
Hugh: Let’s go back a second. Is habitat driving the fishery here? In some respects, we all know that it
is but it may not be the only driver. Is productivity of the stream based on food, water quality, and other
aspects the stream? Remember, habitat is not the only driver, but you’re right – there is an obvious shift
in the habitat. For me, I’ve seen shift in habitats in a lot of streams I’ve sampled over the years that
didn’t necessarily reflect a change in the abundance of fish. I think about the concept of a raceway,
where in a raceway we would probably agree there’s virtually no habitat for fish. However, if you dump
enough food and water in the raceway, you can produce a lot of fish.
I’m not suggesting there is not an impact with shifting habitat; there is a change based on these flows
and I do not know if it’s causing a change in the fish invertebrate populations here. It does switch into a
more shallow water type of system. Remember, this is just one particular location on a local creek. As
an old field biologist and what I see in the field is that there are various stretches of streams that do not
hold the same species of fish. Fish distribution is oftentimes clumped based somewhat on habitat. So,
there may not be a lot of habitat for some species at a particular location though they could be
somewhere else in the stream. I’m presenting habitat numbers here – not whether it’s good or bad on
the fishery. There are places when you start looking at a 400- 500% change in habitat, there will be an
increase/decrease for some species of fish.
C: And this is a percentage that’s expressed as a percentage of the unregulated index B? Meaning
Index B, which is the mean of the 10% to 90%?
Hugh: That’s right. An average for one thousand feet of stream, weighted usable area.
C: Is this a percent of the percent or the percent of the mean of the percent?
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 37 of 97
There was discussion here about not going backwards and returning to discussions from several years
ago.
C: One thing that we did ultimately consider when we first discussed habitat was if any of these habitat
types represented by the guilds, were less than say 1%, then we recognized these habitats were
not widely represented in the sample. If the actual habitat area was less than so many of whatever
that number is – so many square feet – then we put an asterisk on it or whatever to say it’s a high
percentage change but it’s probably because you had almost no habitat to begin with.
Hugh: True. I saw there were habitat numbers in the data set and I saw there were percentages. I
decided to use the percentages because I thought that made more sense.
C: That’s the reason why Jim did it that way, to separate out those that had changed because of a low
denominator essentially. So, if you didn’t have the benefit of seeing that or being able to represent
that here, it’s certainly possible that some of these habitats were not well represented to begin with.
And so, a 400% increase does not have to be a substantial change in availability.
Hugh: It could simply be a small change in habitat area, but a high percentage.
C: Exactly.
Hugh: Great, we’ve got a lot of that out of the way on the first presentation so that’s good. Maybe we
can cruise through these others. So, here again for Buffalo Creek, there is a lot more red. Again, there
are some high percentages for the shallow guilds. We’re are getting into the higher velocities and
beginning to run into trouble with these flows. For the deep fines, the fast gravel coarse, the American
shad and the redhorse, it looks like habitat not adequate. Although I thought in some cases it was
approaching 80%. It’s in the 60% range and doesn’t look like to me it’s approaching anywhere close to
80%. It is quite low all the way across for the months. With the invertebrates, the system appears to
be functioning fairly well for most of them. Maybe there is a little deficit for PLECO in Buffalo Creek.
Starting to see a pattern in the Eno River which is very much the same pattern again. Here you’re
seeing habitat for some guilds not reaching the 80%, although they’re approaching that in some
months. They’re in the 60-70%, but it’s still lower than you would expect or want to see.
For the Eno River the red is scattered throughout. It seems like the shallow slow guilds or species that
are associated with these guilds and the invertebrates do well. The shallow species requiring a good
bit of velocity and deep species requiring velocity are not getting sufficient habitat numbers. The West
Fork of the Eno is a little more scattered with a little more red. If you see something specific in this
chart we need discuss, please raise the question or comment, otherwise I’ll keep moving if that’s okay
with everybody. [No additional comments or questions were raised].
For the upper First Broad there is little >80% values and that’s a red flag to me. We talked about a red
flag for planning purposes and I believe we could/would set off one right there because there’s just not
a lot of water. It’s an upper portion of a small watershed. Correct me if I’m wrong, Fred. I went back to
review what 60% would look like, and it was difficult to get 80% habitat with this flow. That’s quite
telling here that the 30/40/20 flows do not provide a lot of protection for those guilds and for those
species associated with it. Even habitat for the invertebrates seems to be pretty limited.
C: Do you have an idea of the drainage basin area for that site?
C: I was just looking it up; it’s in the Casar area and it’s 60 square mile at the gauge. So that’s one
where I’d be concerned to limit withdrawals from.
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 38 of 97
Hugh: Well, it’s right below the mountains. It may fall into one of the categories where it’s too small for
consideration.
C: Yeah, it’s in a category where there’s no more than like 1 mgd. (million gallons/day).
Q: Will somebody who understands this way better than I do tell me how we pick one of the deep
guilds where there’s the green stripe, and tell me how we go from 0 to 100 with a 10% decrease in
flow?
C: It just means that the habitat that formerly was in a different velocity type now has fallen into the
slow category. It may have been deep and fast, and now it’s deep and slow. It might be one unit
that could go from 1 to 2.
C: It sounds like there was one unit of that habitat that went into one binary conversion.
C: It is true that some of these curves, where you have to have the right depth and velocity and cover
all at the same place. And so, it could be that some of those simple curves are essentially binary
type criteria.
Hugh: Well, I don’t know about that, but it is what it is folks. For the First Broad middle area you can
see we’re going back to something that looks more similar to what we’ve seen in the other streams –
this is downstream a little ways from the upper location, and now we’re getting more yellows and
greens showing up. We still have issues here in the shallow high velocities, and these deeper pools.
The invertebrates are certainly back in the yellows and greens, but there’s still some red. We’re not
avoiding the red on much of any of these locations.
C: On that one, Hugh, though, you’ve got the deep fast. One of those categories is the 0% all the way
across.
Hugh: Correct, that’s the deep fast gravel, cobble guild. There’s nothing there or there was not much to
start with. I assume that’s what the zeroes mean. I’m somewhat handicapped in reviewing this as I’m
not an instream flow person. That’s not a revelation to folks, I cannot tell you what causes these
nuances in the data though Chris or Fred may.
Let’s go to the Lower Broad. The shallow guilds seem to be functioning quite well here but the deep
slow cover not so well. I don’t know what happened here, or why there are all zeroes. There was no
habitat there. Maybe it should be left blank when there are all zeroes. But again, the suckers are
somewhat limited as far as the habitat that’s available there for them.
Regarding the Rocky River - very similar to what we’ve seen on the other rivers. There’s a good bit of
red showing up there for the deeper fast cobble, coarse habitats. Seems for the most part, the
invertebrates are okay. American shad spawning here is limited. And I think that’s a future area for fish
to be moved into.
For the Tar River – you think of the Tar as being a Piedmont section. Again the shallow guilds seemed
to handle these flows quite well and have sufficient habitat. Not so with some of the deeper faster
guilds. The invertebrates seem to have adequate habitat under those suggested flows.
Tom Fransen is going to follow me. He reviewed our June 20/30/40 and 30/40/50 proposal. Tom
looked at some additional sites that were not in the examples I used at the June presentation. He’ll go
into greater detail on how the 20/30/40 and 30/40/50 actually applies to a larger data set. Tom can add
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 39 of 97
some examples of how this 20/30/40 either annual mean flows or monthly mean flows actually
compares with the 80% flowbys.
Hugh: This is what I was tasked to do.
C: And you did it well.
There were not additional questions for Hugh on this part of his presentation since he planned to
present his trial balloon on Wednesday.
Later in the afternoon, Hugh provided additional clarity on his presentation.
Hugh: One thing I wanted to cover (and had planned to cover tomorrow) but decided it would not be
appropriate to wait was to revisit/discuss the red on all those PHABSIM sheets I generated. Let’s return
to the Tar River graph. There may be a way we can fix some of the red proposed using the modified
South Carolina version.
If you modify the proposed percentages just a little bit higher, you can eliminate most of the red for
these deeper higher velocity yields while bringing the shallow percentage down, which kind of goes
back to Judy’s concern that we were forcing these streams with these low percentages of having a lot
more shallow habitat and a lot less deep habitat. But you can shift that back by tweaking these
percentages, and that’s basically what I wanted to do. The 20/30/40 isn’t set in stone and I do not want
to you leave here today thinking that it is. There’s some flexibility to make it somewhat more conducive
to providing the values you’d want to see which may protect the ecological integrity of those streams.
This is a fairly easy way to do that.
With respect to the gray areas, we grayed sections because we thought that we were primarily talking
about spawning of white bass there. So we just looked at the 3 months when white bass would be
spawning.
Q: So it’s a way of highlighting that row?
Hugh: It’s just highlighting that row as if you were just thinking in terms of white bass. But there are
other fish that fall into that guild other than white bass. But on the original sheet, it was highlighted as
white bass spawning habitats.
M: If that section weren’t highlighted with gray, would it be green, yellow, or red?
Hugh: It would be red all the way across; it is one of those that is almost completely red all the way
across all the streams examined.
C: I’m just trying to understand. Rather than the previous percentage that we saw on the other table,
it’s now a 30, 40, 50 percent of mean annual flow?
Hugh: It’s a 30, 40, 50, 60 percent of the mean annual flow of index B.
It’s just a way to improve your habitat and protect that floor. What this does in my opinion, is provide a
floor that you wouldn’t go below. What I am thinking is we’re looking at a flow by percentage up here
that’s starting to create the top of the zone of protection. Then there’s a lower floor here that this may
fit. According to Tom, he’s looking at a yellow flag more up here, and a red flag the closer you get to
the bottom. And maybe there’s some sort of compromise. Maybe there’s some sort of hybrid method
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 40 of 97
here using a couple of things. It kind of fits the Alberta model a little bit, that maybe we should
consider.
Like I said, I don’t want you to go home tonight and all you can remember is all the red because it
doesn’t have to be red. It’s red because we choose to make it red, and maybe we can do some
modifications there to help that and to provide a floor that will help in determining the ecological integrity
and protecting that for these streams. So, that’s all I really wanted to say that I didn’t say earlier was to
offer some flexibility– does this make sense?
C: Hugh, one thing that might be helpful on some of these would be the numeric values, like Chris
suggested earlier. Because on some of these habitats, it may be as much the fact that there’s just not
much up there.
C: There’s another whole bunch of data spreadsheets you can mess around with.
C: Hugh, one question - as you raise your threshold, you’re going to trigger more flags. Are you
concerned about flag fatigue?
Hugh: Well, we’re always concerned. From Duke Energy’s standpoint, we don’t want to see a bunch
of red flags out there, because people are going to look at that and say, ‘North Carolina has no water
and thus we’re not going to put a facility there. We want to sell power to industrial customers. So
obviously we don’t want to see a lot of red flags out there. However we want to protect the resources
and determine a line that does not send red flags all the time. I guess that is what this advisory board’s
all about.
C: Hugh, is that an active spreadsheet. Can you play with the percentages on the screen?
Hugh: No, and I’m not one to do that.
M: Essentially though that’s kind of what we would do in a state specific study, is keep playing with
those numbers. And that’s also essentially what the summary is that Jim did for the other ones, and
what Fred’s going to be doing for the mountain ones, is to look at them all. And then you can pick the
numbers you want.
Hugh: Yeah, I copied and pasted from Fred’s spreadsheets.
M: Jim had only modeled flows from 20 to 60 percent, so that’s all they had of mean annual flow.
Lou: Sam, was there something that you were getting at by raising the question to continue working
the numbers?
C: Well, I was wondering what would happen if we took the October and November numbers and
popped them up to 40%. In the places where DENR has PHABSIM data I would encourage DENR to
take a spreadsheet like this that’s very active and play with the percents until the red goes away. And
that gives them a very powerful tool. The problem is that the vast majority of places where decisions
have to be made, there’s no PHABSIM data.
And so, we need some sort of strategy for deciding whether or not DENR needs to go and get
PHABSIM data, or whether we’re probably okay, or are those are really the two options? That they
need to get PHABSIM data, or are we probably okay?
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 41 of 97
And that, when the red flag goes up it means we’re probably not okay. We need to go get PHABSIM
data. Having done that, you’ve got an active spreadsheet – you just mess with the percentages until
you’ve got- until the red goes away.
C: My question - is the red all we’re concerned about? Like aren’t the yellows a little disconcerting as
well? We may move from less red to more yellow?
Hugh: As I understand it, when you get less red, the yellow declines as well, because the stream is
getting deeper because you’re adding more water.
C: It’s largely going to depend, because your denominator here is a percent of the percents of the total
habitat. It does reflect the hydrograph. This is a flat line, the mean annual flow.
C: As compared to a hydrograph that we’ve looked at, that some of the models look at –seasonal
variation is inherent around whatever the mean or median. But that seasonal variation of higher flows
in the winter and lower flows in the fall.
Hugh: Now remember, one of the things we proposed in the earlier proposal was looking at the mean
monthly flows, which is more similar to the hydrograph. That’s the reason we presented that, because
you have more normal hydrographs over the year where you get flows that kind of peak in the late
winter and spring and then decline in summer and fall. But there was no information in the spreadsheet
of mean monthly flows for me to look at PHABSIM.
M: So, one way to play with the red light, green light scenario is to also have that compared
interactively. The mean annual flow that comes to mind like Chris said – that’s going to come to a
number for each one of those entries in there for habitat values. But that also equates to a cubic feet
per second, or some other amount of volume of water. And then, that can be drawn as a hydrograph
across the months so that you could see how that reflects either the natural hydrograph or that this
would be some modified hydrograph. There’s some threshold hydrograph, for which everything goes
from red to green or yellow, and so on.
C: If somebody was going to do that, how much time would that involve then? Seems somewhat
similar to what Tom provided earlier. He showed these numbers, at least at the very beginning were in
there. Not the adjusted numbers, but the original 20, 30, 40 numbers which shows you exactly what
that impact would be on the natural flow pattern over time. Again, it was based on mean annual, not
mean monthly or median monthly.
There were no more questions for Hugh.
VII. Comparison of minimum flow and 80% flow by approaches, by Tom
Fransen
How to Compare Alternatives from a Water Supply Viewpoint
Presenter: Tom Fransen
Presentation online at:
http://ncwater.org/Data_and_Modeling/eflows/sab/presentations/20130716/Water_Supply_Proposal_C
omparisons.pdf
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 42 of 97
Tom began his presentation, How to Compare Alternative from a Water Supply Viewpoint, by stating it
is a presentation about the next steps of implementation and the start of policy discussion versus a
presentation about the EFSAB charge. DENR will be responsible during implementation of ensuring the
ecology is protected while allowing reasonable use of the water. Given the number of questions and
concerns expressed both inside and outside DWR, about what and how DENR will use EFSAB
recommendations, Tom thought this was a worthwhile presentation for the EFSAB. His presentation
covered two topics:
Procedure to compare alternatives from a water user’s viewpoint.
How is DWR going to use the EFSAB recommendations
To frame his presentation, Tom posed the following question: How much water needs to remain in
the river to protect ecological integrity and still have adequate water available for reasonable use?
Although the water users prospective are not part of the EFSAB’s charge, it is part of DWR’s
implementation. We need to determine: what is a reasonable approach to compare alternatives from a
water user’s viewpoint?
Last month’s Hugh’s presentation Modified SC Minimum Flows raised the concern that 80% flow-by
appears overly protective. DENR has been looking at how protective are these various options from a
water supply perspective and are they giving us enough flexibility to make reasonable use of the water.
Thus we looked at 3 alternative approaches. If requested by the EFSAB we can add other alternatives.
The three approaches considered were:
1. Maximum withdrawal – SEPA minimum criteria, 20% 7Q10.
2. Flow-By – DWR’s 80% Flow-By
3. Minimum Flow – Modified South Carolina minimum flows.
Although the 20% of the 7Q10 isn’t one of the options that the EFSAB is looking at, since it’s the
current approach, it’s included to compare alternatives to what is currently been done.
Tom used an two-pronged analysis approach for the three alternatives to determine:
1. Worse Case average daily demand (ADD)
a. Analysis assumed a run-of-river intake based on the lowest flow for the period-of-record
(POR). Assumed a 1.35 peaking factor and 32.5% mandatory drought conservation.
2. Maximum Pumping
a. Maximum pumping volume with a maximum pumping limit of 75% of the mean annual flow
(reservoir type of scenario).
The assumptions of the worst case
average daily demand (ADD)
included taking the POR intake 1st
cut look at minimum flow of record.
True POR has no storage so a
conservative approach is to use the
minimum historical flow. Assume
the record low occurred on a peak
day demand and the user was
under mandatory conservation to
be able to estimate ADD.
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 43 of 97
For the Maximum Pumping, it is a theoretical maximum volume that could be withdrawn, means having
the capability to vary withdrawals daily with a maximum pumping capacity equal to 75% of the mean
annual flow.
To understand the next few slides [Slides 6- 9], it is useful to see the results graphically.
To use the graphs, distinguish between the red and black line, with the black line being stream flow.
Top 4 lines use left axis. Bottom 4 lines use the right axis. Band at the bottom represents what is
available for withdrawal. Looking at the monthly means would be the difference between the green and
black line. As you can see highlighted for the annual, there are times when natural flows go below the
minimum target so you end up with a negative. For the pumping scenario, you can think about taking all
the water up to the gray line with nothing above it. These are the basic graphical concepts on which
Tom presented. Tom has a spreadsheet he can make available to the EFSAB. In order to use it, it
requires a good Internet connection as it pulls data from the DWR website dynamically.
For Average Daily Demand Summary [slide 7] – Tom compared a (SEPA Alternative) 20% of 7Q10
with an 80% Flow-by approach maximum withdrawal set at 20% POR minimum, and with a 80% Flow-
by approach maximum withdrawal set at 10th percentile. Using 80% Flow-By, examined two ways for
full period of record and Index B approach of using the dataset between the 10th and 90th percentile.
POR 80% flow-by is more conservative than 20%7Q10 – on the average 59% less ADD.
Tom reminded the group he was using a run of river intake using the lowest flow of record – how much
would an average day of withdrawal be without meeting the criteria.
He offered an example using the Roaring River gage listed (mountain stream) where the 80% Flow-by
set at 10th percentile offered 9.93 mgd of water available for an average daily demand:
The Modified South Carolina
Alternative is not part of the
comparison because the mgd
would be zero. Tom notes that
the Cape Fear at Lillington
looked at POR, pre-
impoundment, and post-
impoundment to highlight the
large difference time periods and
changes in the hydrology can make. The comparison is done to highlight whether the 80% Flow-by
gives you more pumping availability than the SEPA criteria. Tom pointed out that Index B 80% flow-by
allows more withdrawal capability – on average 121% more.
SEPA Minimum
Criteria
20% 7Q10
80% Flow-By
Approach
Maximum withdrawal
set at 20% POR
Minimum
80% Flow-By Approach
Maximum withdrawal
set at 10th Percentile
ADD
mgd
ADD
mgd
ADD
mgd
5.14 1.84 9.93
Based on Annual Mean
Approach
Modified SC Minimums
Based on Monthly Means
Approach
Modified SC Minimums
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 44 of 97
Using a Modified SC Minimum Flows
Scenario, Tom has to look at the minimum
flow approach differently because flows
naturally drop below the minimums. He
used both annual mean and monthly
means. Looking at the table presented on
Slide 8, would require a lot of refinement
before use in Tom’s opinion. As Tom understands it, when South Carolina’s flows drop below the
minimums, “soft” conservation measures are required.
To illustrate, Tom discussed the US Drought Monitor’s Streamflow classification scheme where:
Abnormally dry is 21 – 30th percentile
Moderate Drought is 11 – 20th percentile
Thus, for about 7 to 10 gages, flows drop below minimums when we would not even be classified
abnormally dry. Also working on drought plans & LIPS, DENR does not usually want to trigger them
more frequently than once every 5 to 10 years (.2 to .1). As shown, this alternative would be on the
average about 7 times a year. The goal is to look for periods/year .2 or less.
Using a Maximum Pumping developed scenario, the volume is displayed as an average to make it
easier to put into context with the other results. Thus the SEPA 20% 7Q10 is not as conservative as
one might assume. For a maximum withdrawal approach it is set at a level less than the historical
minimum. Note, at 2 gages the minimum is greater; 1 is at the Lillington gage.
20% 7Q10 Alternative is by far in this analysis the least flexible in allowable withdrawals with minimums
about 1.8 times more than the flow-by.
On slide 10 hydrograph, showed a couple of examples using the 2 year period of 2006-2007 which
resulted in a good example in these 2 years of both high and low flows. Slide 11, presented the end of
the 3 alternative analysis.
So how will DWR implement an EFSAB recommendation as a planning tool?
Will not override existing permits, such as FERC license.
Will not replace site specific studies.
Will not change the SEPA minimum criteria – 20% 7Q10
Currently, there are no rule-making proposals from DENR to change the SEPA requirements so
existing permitting requirements will remain as they are. During the planning process if ecologic
integrity is determined or projected to be adversely impacted, DENR will flag the river reach for
additional studies.
Tom provided examples of using the 80% Flow-By for illustration purposes only using the:
EMC approved river basin model compare the current conditions scenario (SIMBASE) with a
future condition alternative.
Permitted flow requirements.
Nodes with no permit requirements. Create an 80% BASELINE using SIMBASE and compare
future conditions scenarios to the baseline. When a scenario flow is below the BASELINE that
represents a potential adverse ecological impact.
Days
Below
Minimum,
Percent
Number of
Periods,
Periods/Year
Days Below
Minimum,
Percent
Number of
Periods,
Periods/Year
18.7% 6.87 16.5% 7.14
1.1% 0.75 1.7% 1.12
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 45 of 97
Summary of analysis for both the full model period-of-record analysis where none of the flows
drop below 80%, that node would register as green (no impact)
If the Index B approach of using the subset of the data between 10th
and 90th
percentiles, and if
there are days that drop below full POR but not below Index B, this would be a yellow (or watch
area).
If using both the full POR and Index B approach there are days where flows drop below 80%,
then the reach would be marked as red to determine why and what additional steps/studies are
required.
Again, the results interpretation of levels of impact:
No Impact (Green) – POR no days with flows < 80%.
Watch (Yellow) – POR of has 1 or more days < 80% and Index B has no days < 80%.
Additional Study (Red) - Both the POR and Index B have 1 or more days < 80%.
There is no biological basis for this analysis but it does incorporate other methods of determining when
further examination is needed.
Going back to the Board Model, using the criteria described, 7 of the nodes would be green, 17 would
be yellow, and 4 flags with the need for additional studies. So for 90% of the time, all the difference is in
the low flow range. Used the Index B approach as an alternative to making up a days and/or periods
threshold, 10% is severe drought and in the Broad most of the differences were at 5% or less (extreme
and exceptional drought). In the Broad Model Example, issues that come up are at reservoir releases
and downstream.
Thus, Index B 80% of time no potential impacts.
Tom has suggested to the Board that if EFSAB presents to him other options, he run the numbers for
the EFSAB to examine.
Discussion, Questions, and Comments about Tom’s presentation:
Q: To understand, you are using the 80% Flow-by as the flow recommendation and using the habitat as
an indicator for when the flag goes up.
Tom: I was not using the habitat as a metric, I was using the 80% Flow-by as a BASELINE using
SIMBASE and compare future conditions scenarios to the baseline. So first it was compared with full
POR, when the light was no longer “Green” and potentially “Yellow” or “Red”, then I looked at using the
Index B to the 10th and 90th percentile not using the extreme lows or high flows, then if no days dropped
below 80%, this area would be tagged as “Yellow” as an area to monitor, but if there were days that
dropped below 80%, then the area would be tagged as “Red” and require an assessment as to why.
This may not make sense biologically but it does mathematically.
C: So when you are using Index B, you are looking at a truncated flow duration curve.
Q: What is up with Kings Mountain and Buffalo Creek on slide 15?
Tom: They may have some permitting issues or the nodes are right below reservoirs.
Q: So in going back to the spreadsheet, it says when the ecological flow is not being met during a
specific number of days. What is it telling you about the number of days that you’re water demand is not
being met.
TOM: That is a separate analysis. DENR will be charged in the statue of responding to 3 questions:
1. ecological flows being protected
2. all water uses being met
3. all essential water uses being met
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 46 of 97
So I will need to analyze all three independently and overlay them to determine what it is telling us
about all three. Then lastly, DENR is now charged (outside of this statue) with doing an integrated
water river basin plan of water supply and water quality plans.
C: Why can the 20% of 7Q10 be evaluated but the 20/30/40 of MAF cannot be evaluated in the same
way?
Tom: Except for the Deep River and full POR, all of the 20% of the 7Q10 value is lower than the lowest
POR. So you can look at 20% of 7Q10 in the same way you can 80% of Flow-by. Because the Modified
SC Approach naturally drop below their thresholds, cannot look at these the same.
The three alternatives presented – Maximum withdrawal – SEPA minimum criteria, 20% 7Q10;
Flow-By – DWR’s 80% Flow-By; and Minimum Flow – Modified South Carolina minimum flows,
are very different in terms of maximum withdrawal, flow-by, and minimum thresholds and thus give
DWR insight to consider different things. So if you use the SEPA approach, you probably want a
maximum that’s less than where flows would naturally occur. If you use the Modified South Carolina
approach, you need to determine what to do when the flows fall below those minimums.
C: Tom we were discussing earlier today what a comparative example might be of looking at the
Ecodeficit approach and modeling that on a specific stream reach. This would give us insight into what
flows would be available for withdrawals or residuals in the stream. Using the comparisons method you
have demonstrated, how difficult would it be to enter a comparison of Eco-deficit?
Tom: I would need to understand what went into the Ecodeficit calculations in order to know if those
numbers could be run.
Kimberley: Made the point that during her presentation, that there are graphs that provide the mgd
available. The 10% of median shifts more to the 85 or 90%
C: But what we do not have is the Ecodeficit approach in Tom’s comparison.
C: Struggling to understand the presentation since it is being presented from a water supply viewpoint.
Tom: I approached it from a planning approach and how you would use the recommendations in terms
of how much water would be available at the nodes available in the model.
Q: If I am a water user, I want a maximum sustained yield if I am a water user and a number of people
are depending on me. For my customers, I want to know what I can produce on a sustained basis
without building a dam or adding additional storage.
Tom: the ADD Summary will tell that information. For example if water users needed more they would
look into how much water storage they needed, interconnection with another town, can I do
supplements when it gets to low, and other types of planning tools. Water Supply planners typically do
not use the term “Maximum” but do use average daily demand so I put the comparison in their terms.
Q: In terms of supply in demand when there is a drought and everyone wants to do things associated
with water use (water their cars, water lawn etc) is the average daily demand 1.5.
Tom: I used two factors –peaking factor and adjusted for drought conversation so you can adjust these
factors.
Q: When it says ADD is 5 mgd – does that mean the demand is for 5mgd or there is 5mgd available to
meet the demand.
Tom: Could be both but it’s the maximum you could take under these assumptions on average.
C: This is a hydrograph analysis and the EFSAB is responsible for the biological component. It is a
relief to know that DENR has a three-pronged approach to address how ecological flows are being
protected, all water uses being met, and all essential water uses being met.
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 47 of 97
VIII. Presentation: TNC Final Report and recommendations, by Kim
Meitzen
Presenter: Kimberly Meitzen, The Nature Conservancy
Kimberly’s presentation can be found online at
http://www.ncwater.org/Data_and_Modeling/eflows/sab/presentations/20130716/
This is the final presentation from the TNC work to determine set of environmental flows, developed for
TNC but with the hopes it can inform your work. Some quick background -first I did a literature search.
The other part was analyzing changes in flow patterns and biota over time- I’ll present those results to
show how that can inform environmental flow guidelines. First we’ll look at patterns in biotic changes,
then spatial-temporal patterns in flow changes, how those can inform environmental flows. The project
is meant to inform TNC on conservation areas that are priority to their mission and also to provide
information that may help this group.
Biological data evaluation- we’re only working with fish data at this point. Filtered all the data points
from 4 basins down to the points with greater than 2 samples, from NCDWQ wadeable streams data
1992-2009. We looked at these questions:
What are the prevailing patterns of fish communities?
How have fish diversity and abundance at-a-site changed over time?
How has water-use affected fish diversity and abundance?
Can we define a flow-ecology response relationship?
She showed quick summary statistics on % species represented by the wadeable streams. They
represent 34- ~50% of species for these basins. We’re leaving out a lot of tributary mainstem
individuals. There are some limitations with only using wadeable streams
Background from fish survey data- Fairly large range of diversity and abundance. There’s a decent
relationship between increasing diversity and increasing abundance at a site. Fish organized into
different habitat based guilds. Of wadeable streams, of adult phase pool and pool run were most
commonly represented and in spawn phase was mostly pool and pool run.
She looked at what influence do these 14 environmental factors have on the fish community patterns in
wadeable streams?
Physiographic (2):
drainage basin area, stream gradient,
Hydro-climatic variables (4):
precipitation, temperature, mean annual flow, mean annual flow velocity
Land use variables (2):
departure from natural conditions in the active river area and HUC 12
Habitat condition (3): (from Cat Burns’ work)
Statewide condition, ecoregional condition, Conservation Planning Tool condition
Biogeographic (3):
river basin, ecoregion, Ecological Drainage Units (EDUs) Influence of environmental variables
This slide shows NMS Ordination of community patterns that fell out looking at environmental variables.
Two were not significant, the rest were.
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 48 of 97
The four strongest
variables for fish
community patterns
were temperature,
precipitation, HUC 12
departure from
natural conditions
(non-natural cover
had a relationship),
and of the grouping
variables- EDU was
strongest grouping
(purple-Tar Pamlico;
green- Cape Fear-
little variability in
EDU. I recommend
for a state class that
you use EDUs, even
though only for
wadeable
streams….EDUs
could represent a
way to classify biological communities in state.
I looked at how fish diversity and
abundance changed over time. I
calculated coefficient of variation-
some areas are with a lot of change
and some not, and I calculated
direction of change. Four groups
resulted- see slide for results.
No pattern- no trend associated with
the change.
These maps represent the pattern of
the 4 different response
mechanisms. Green- diversity is
increasing over time, red- diversity
decreasing, turquoise- stable,
orange- a lot of change but
fluctuating between sampling period.
Influences include variations in flow
patterns, interspecific competition,
land use cover change. Something that pops out- Little TN looks good, Dan River looks good- green,
some of the headwater areas of Tar-Pam for most part have a lot of diversity. Positive change in
piedmont Tar River, the negative change in the coastal area shows something going on, maybe land
use change or water quality driving the patterns. Could be good for DWQ to look at what some of these
sites are.
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 49 of 97
Next slide, patterns of fish abundance over time, same legend-similar to diversity in format. Results are
similar to the diversity over time
slide.
Q: what is the time frame of
sampling?
R: Fish survey sampling 1992-2009.
Showed the clustering of all the data
(descript) represents each year of
diversity and abundance- I tried to
see if there was a pattern but didn’t
see one, shows the spread of data.
This data is available to DWQ,
DWR, I could provide the data
responses for each station, could be
useful for future monitoring efforts.
Another component of biotic
analysis, determine changes in biota relative to water use. The challenge is that only 10% of wadeable
sites fell downstream of water use source. It’s difficult to tie to water use. From the remaining 14
points that were downstream of documented
water use source, I looked at the amount of
discharge withdrawn at the location and
relative to mean annual flow. This is raw data.
Mean site diversity related to withdrawal daily
average (slide with graphs). Once you
normalize water use as % mean annual flow.
When you do that, you get a negative trend
associated with the amount of water use as %
of mean annual flow and a decline in mean
site diversity. Shows abundance is increasing,
though could be with generalists. Diversity
decline is of concern.
Regarding the declining relationship,-can find
a 5-10% diversity decline relative to 10%
mean annual flow withdrawal. This lower axis
is a log scale keep in mind. Follow the trend
line further, a 25%-30% species diversity
would decline with 50% mean annual flow
withdrawal.
I’m glad we were able to pull this out with the data, a limitation was 14 sites of the 141 sites in the 4
basins I looked at, but the other ones are small streams without water supply use. You may be able to
find 100 points in all the basins. This is largely a proof of concept that the data is there, though it
doesn’t account for water quality or land use. You’re just looking at diversity relative to withdrawal as %
of mean annual flow.
Strengths & weakness of Fish Community analysis
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 50 of 97
Strengths:
Useful for characterizing fish ecology of wadeable streams
Community analysis showed importance of hydro-climatic variables, EDU classification,
and land use impacts (mean annual flow was strong, but as strong as these)
Supports the need and importance for protecting naturally variable flow regimes
indicative of different hydro-climatic areas and EDU’s
Diversity and abundance response patterns help identify areas of concern and show
potential for monitoring fish impacts from flow alteration
Need to better quantify land use effects on aquatic ecology to separate them
from water –use (withdrawal and return) related effects
Fish diversity and withdrawal plots shows negative relationship
5-10% diversity decline with withdrawal > 10% of the mean annual flow
25-30% diversity decline with withdrawal >50% of mean annual flow
Weaknesses:
Only applicable to wadeable streams (50-34% of other fish species from each basin
absent from the analysis, ex. anadromous fish)
Data limitation prevented including water quality and water use-related effects
Only fraction of the sites had these data associated with them
Few wadeable stream sites occur in proximity to monitored stream flow gages making it
challenging to develop flow-ecology relationships
So that was biotic changes over time- most important part of that was the last map with the diversity
and abundance with withdrawals.
Stream flow changes over time: Sought to answer:
What are the changes in flow patterns over recent history?
How do they vary spatially (among gaging sites) and temporally (months) and by flow
magnitude (percentiles) ?
How can changes in flow patterns inform environmental flows?
I looked at 63 USGS gages with 57 years of record, 1955 - 2012
Period 1 (recent historic conditions): 1955 – 1980 (25 years)
Period 2 (current contemporary conditions) : 1980 – 2012 (28 years) Should be 1984- 2012
since Jordan Lake dam built between 80-83
She showed a map with those gages numbered across the states- the numbers refer to the Map ID on
the related table. I calculated:
Mean Daily Flow
IHA for calculating
monthly percentiles for
both periods:
90th, 75th, 50th, 25th,
10th (highest flows
down to the lowest
flows)
% change between
time periods
calculated post-
processing
Mapped % change
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 51 of 97
across the state for each percentile
For the IHA monthly flow duration curves- black is mean flow duration, colors are months.
Change among percentiles between periods (slide)- look at that % change, what we’d use for post
processing- solid lines are current, dotted
lines are historic. For each month
calculated % change difference relative to
the percentiles. For each month looked at
% change. Green, orange, red current lines
are below dotted line for this gauge our 50th,
25th, and 10th flow are going down, tending
towards dryer conditions….
Plotting scheme for % change to percentile:
Example: % change to one
percentile for one gage
Calculated % change for the 5
percentiles for each month
Grouped % change into 4
categories: 1) 0-25% drier, 2.) > 25%
drier, 3.) 0-25% wetter, 4.) >25% wetter (all 5 percentiles for every month – 60 metrics)
>25% drier or wetter is significant change (Kennard et al., 2010)
Between dotted line is normal variability. Green is tending towards wetter but within normal variability.
This is looking at those patterns statewide (there is a slide in the presentation with maps for each
percentile):
Changes to 90th Percentile: highest flows:
90th percentile flow magnitudes are increasing more than decreasing
Blue Ridge region most stable relative to high flow changes
Dam regulated high flow increases: Cape Fear below Lake Jordan, Neuse below Falls, and
Roanoke below Roanoke Rapids
Coastal Plain increased intensity of precipitation events?
some of greatest changes were increases in 90th percentile, mostly below dams
Changes to 75th percentile- greatest change was increases.
The percentile with overall least amount of change
Blue Ridge region most stable relative to high flow changes
Coastal Plain increased intensity of precipitation events?
Dam regulated high flow increases: Cape Fear below Lake Jordan, Neuse below Falls, and
Roanoke below Roanoke Rapids
Changes to 50th percentile- moderate flows
Median flows are indicative of central tendency and most prevalent flows
32% of gages have significantly drier conditions for more than half the year
Changes greatest in Piedmont and Coastal Plain, upper Roanoke an exception
Blue Ridge tending toward drier 50th percentile flows but still within range of normal variability
Changes to 25th percentile- low flows
Statewide decreases in 25th percentile flow magnitudes, 51% of gages showed significant flow
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 52 of 97
decreases with conditions being much drier >50% of the time
Most emphasized in Piedmont and Coastal Plain with exception of Roanoke Basin (which looks
pretty good)
Climate change and increased pressure on water resources
Changes to 10th percentile- lowest flows
Statewide decreases in 10th percentile flow magnitudes, 57% of gages showed significant flow
decreases with conditions being much drier >50% of the time
Most emphasized in Piedmont and Coastal Plain with exception of Roanoke Basin
Climate change and increased pressure on water resources
The 10th percentile low flows need better protection from water users
The maps show a quick image of how patterns change over time relative to different flow magnitudes
and also to (inaudible) which times over the year are they wetter or drier.
Biggest pattern is as we go to lower flows, lowest flows getting lower, highest flows get higher.
A most important point- at 10 percentile flows, 57% of gages getting drier- that is significant.
These areas need to look at flow protection to ensure water for ecosystems and for people.
The biotic analysis and flow change analysis have set us up for 3 part recommendations. Here is the
context for flow recommendations. If we protect all those things ideally we’ll be protecting aquatic
habitat for aquatic biota.
1. Protect flows from withdrawals > 10% of monthly annual flow (MAF). A lot of literature has shown
that a pretty regular cutoff as far as biotic determinant
2. Preserve seasonal and inter-annual variability of flow patterns (between wet years and dry years)
3. Protect ecoregional and river basin related variability of flow patterns
4. Prevent further water use related impacts to 10th percentile low flows
5. Protect headwaters- we see more impacts on smaller drainages
Decision Support System for ecological flows (DSSEF): 3 parts:
1. Protect the natural flow regime and specifically the seasonal and ecoregional patterns of flow
variability
Daily average allocation using presumptive standard Percent-of-Flow (POF)
Separate criteria for: 1.) normal and wet years, and 2.) drought years (when streams are
already stressed they need a minimum flow level to protect them)
2. Prevent further water use-related decreases to 10th percentile flows
Pass-by flow flow criteria for minimum flows based off of a P-O-F
3. Restrict withdrawals in drainages <25 sq.mi. and limit withdrawals to drainages 25-50 sq. miles to
set limit (e.g. 1 MGD avg. per day)
Statewide rule, protects headwaters and flow accumulation
All flow criteria should be established using the same period of record to prevent biases.
Prevent climate, land use, and pre dam-related biases
Our study uses 1984-2012, 28 year contemporary record
Reasonable length record most indicative of “current prevailing conditions”
Protect Natural Flow Regime
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 53 of 97
Allocate a percent of the monthly median flow to net water use
o 5% allowable in drought conditions
o 10% allowable in normal to wet conditions
Protects range of natural variability and normal periods of drought stress
o Calculated from monthly medians, protects seasonal flow patterns
o Amount available varies geographically
o More indicative of prevalent conditions and central flow tendency
o Consistently lower impacts than allocating 10% Mean Annual Flow
The following example shows this recommendation relative to the 63 gages used in the stream flow
change analysis.
o Available MGD calculated from current statewide flow conditions from the current period
(1984-2012) and grouped by eco-region and compared to 10% of Mean Annual Flow
To protect natural flow
regime- it’s not using annual
mean flow but annual
median flow, using monthly
will protect seasonal
variability associated with
each month.
In reference to the Water
available slide- as you move
through graphs increasing
drainage area…this shows
how much water is available
relative to that rule as you
increase in drainage basin
area. Dots on graph
represent specific gages.
Shows Blue Ridge then
acronym. For protecting
headwaters, between 80-
100 mile drainage area- read
graph. Black line is % mean
annual flow. Our rule keeps
you below that, dealing with median deals with variability across seasons. Then during a drought flow
year, less water available you’re further below mean annual flow. Triangles represent withdrawals that
exceed returns. That is completely allowable with this set of rules. It may put a cap on this withdrawal
or require trading scheme. Black circle is where return exceeds withdrawal. Could easily calculate
cumulative withdrawals, there are a lot of things that could be done.
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 54 of 97
Piedmont slide- a lot
more variability, still a
general pattern, you’re
still in general supporting
current uses with a few
exceptions (Neuse,
Catawba), for most part
the rule keeps you within
water you are already
using, but gives us an
idea of where it.may be
important to limit further
withdrawal, and gives
you idea where there is
more water available.
Using the 10% median
annual flow and 5%
you’re always below that
10% mean annual flow.
Having the variable
monthly pattern keeps
that seasonal variability.
Q: Tell us where those triangles are on the upper ends?
R: This one is on Cape Fear, not sure exactly where, some are on the lakes, this would be water in the
stream but there is more water available in the lake. The return is most likely a lake withdrawal which is
why it can be much higher than what is normally available. But the good thing is, the use falls within
this, this gives idea of how much water is available with this rule.
You could create a curve or trend line associated with each month. Areas you don’t have true flow data
you could create a rule based off of drainage basin area for a monthly curve. For March for a 160 sq
mile drainage basin this is the amount of water available using this type of rule. It could be extrapolated
to areas where you don’t have stream flow data. You could even set that with 5% median flow, if a
potential project exceeds that then that‘s a red flag. That would be sensitive criteria, a good way to see
how some of these projects might trip a flag.
Coastal region slide: Best way to look at a tighter spread was by eco-region. With the 10% of the
median monthly flow, we’re falling well within monthly water use now. Again, Neuse pops up, Cape
Fear pops up. Looking at those areas and looking at alternatives or smarter ways to use water, or
trading schemes. Generally we’re well within the water use. It helps to set limits where we know we’re
already stressing the system.
Protect Natural flow regime, continued.
Calculated from median flow from the current altered record
o More indicative of prevalent conditions and central flow tendency
o Consistently results in less impact than 10% of Mean Annual Flow allocation
Defines allowable daily net water use
o Amenable to management because it involves a set-amount that does not vary with daily
flow, only monthly and annual flow patterns
o Net of old and “new” allowances on top of existing users
o Identifies area where no new use is available
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 55 of 97
Prevent water use related decreases to the 10th percentile flows
Pass-by flows when flows decrease below a percent of the median monthly flow
60% of median Jan-April (50% in drought years)
50% of median May-Dec (40% in drought years)
These flows correspond to the range between the 10-25th percentile flow averages for the
period of record and provide protection when flows decrease below this range
Calculated with same flow record as the P-O-F daily avg. water allocations
Varies by month, drainage basin area, and ecoregion
Only implemented during infrequent low-flow episodes and droughts
Requires daily monitoring of flow conditions
As well as having the % monthly flow, its also important to have a minimum flow, when flows decease
below a certain % of median. In drought years you can go a little lower because naturally it would go
lower. A graph using the French Broad River was shown as an example. It’s fairly over allocated so
you could see what that looks like with a gage with flows heavily impacted by water use
Environmental Flow Rules
1. Protect Natural Flow Regime
5-10% of median flow as net use, variable dependent on drought regimes
2. Prevent further water use-related impacts to the 10th percentile flow by using pass-by flow in times of
extreme drought and/or periodic low flow periods. Pass-by when flows reach:
Normal years 50% of monthly medians May-Dec, 60% of the monthly medians Jan-April
Drought years: 40% of monthly medians May- Dec, 50% Jan-April of monthly medians
3. Drainage basin area withdrawal cut-off:
< 25 sq. mi. no withdrawals, 25-50 sq. mi. limit to 1-5 MGD
4. Manage use relative to climate conditions
Variable rules for normal/wet years and droughts
There is a summary in the hand out you have.
Questions (Q), Responses from speaker (R), Comments (C) follow:
Q: The diversity impacts on plot- is that the basis for this 10% number?
R: This plot is the basis (Context for Environmental Flow Recommendations slide).
Q: I’m reading the R square as .056. What other things did you come across that could be sources of
variability?
R: I didn’t include any other variables on this one. From the community analysis, the departure from
natural land cover in the HUC showed up as a strong influence on community patterns, so I suspect
water quality and land use, some of the other declines could be associated with those. Go back to fish
response to withdrawals. This is when we plot the points just relative to water withdrawal. Shows a
little negative relationship but due to some of fish survey sites may be a large drainage area, you’re not
quite capturing how much of impact the withdrawal has on that system. By calculating withdrawal as %
mean annual flow for that site, it gives you better idea of effect on site withdrawal can be having.There
aren’t any other variables of factors brought into the analysis, but you do see change in trend so I think
it’s telling. In my data set only 10% fell downstream of water uses. Most fish survey sites are above
water withdrawals, so most of impacts you’ll see will be due to land use change, water quality.
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 56 of 97
Q: You mentioned density was flat or went up? Abundance?
R: Yes, there is an increase in abundance but could be because diversity could be decreasing towards
generalists or tolerance.
Q: Did you try normalizing abundance with diversity because abundance would have impact on
diversity. (Shannon weaver evenness scale)
R: No but it could be done. Because I was doing community diversity or abundance, Shannon weaver
works best with individual species abundance. So I kept them separate. Trying to get a statewide
approach with this, there could be 100 sites, but the 14 provided proof of concept. It would be good to
pull out water use effects separate from land use.
Q: This data and these stations for fish community structural analysis, we selected where our metrics
work. We do not sample in areas where we cannot prove the concept of our methods. The justification
on the fish samples generating the 5% and 10% is rather weak. Issues remain that we want to make
recommendations that we are most confident in. There is going to be some uncertainty. The 5% and
10% are good departure points for discussion; the support though is pretty weak.
R: In my report there is a significant literature review that supports the less than 10% mean annual
flow, and significant component in review where below the 50% you have significant detrimental
impacts to biota. It was a relief that even with the small proof of concept it fell within realm of what we’re
seeing in literature from samples using hundreds of data points. There is that bit of confidence with it,
but I agree you would need to do it statewide. Of the 1200+ stations in NC you may end up with 120-
150 points which would give you a stronger analysis, with that you could try to tie in land use and other
variables.
C: I also find it interesting that your recommendations fall in line similar to lots of literature’s
recommendations on % impervious cover, any greater than a 5-10% range shows impacts on biota.
R: This is our opinion to try to accommodate reasonable water use with the least amount of impact to
the natural system. I think I’ve demonstrated that there is plenty of water available for use with these
rules, you can use % of flow approach to preserve seasonal variability and that between different
ecoregions. The other thing I think is useful, trying to look at (referenced water available slide)
relationship of trying to find where we don’t have measured stream flow-say in the month of June
relative to basin drainage area, you could get a reasonable idea of water available at site. If you are
using lower approach of 5%,and putting that into a desktop approach and they put in what they want to
withdraw and it falls above this line it may trigger a site specific study. Shows desktop method to
identify where you can more easily and efficiently accommodate water users and where they need to
have more protection. Going with the protective flow will provide the red flag. There are a lot of ways to
use this, to think about how much water you have available in the system versus how much water are
we trying to leave in the system. It’s easier to think about cumulative water use when you think about
how much is available. An example on graph- you can go back and make sure that these water uses
don’t cumulatively over allocate at this lower point. In all cases you fall under 10% mean annual flow
and largely accommodate current water use.
Q: Seems like the 14 points were in the same region where there were concerns with land use
changes as well. I’m struggling with how you can draw conclusions that water use is impacting that
rather than land use?
R: I’m not saying that, I’m saying that without looking at land use that’s the trend you have.
C: If you have land use impacts, withdrawals will be an additional stressor. For locations of concern
and where there are red flags I think it still stands.
R: To ease your minds, I have % departure for all of these fish points and could plot % departure
relative to the points, though haven’t done that, have had an intense time so far- all the work has been
done independently by me. There are limitations for what I could physically accomplish this last year. I
could do that, I have 2 weeks left before final report.
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 57 of 97
Q: One of the weaknesses you stated- gages are for wadeable streams. Is that true- seems like a lot of
stream gages are associated with wadeable streams?
R: For the 63 gages I looked at, only 10% of those fell in proximity. Not having a major tributary come
in, or being closely upstream or downstream without any major flow component coming in.
C: You’re referring to monitoring sites not streams in general…
R: yes there are few fish sample sites that were also flow monitoring/discharge gages. That was initially
what we tried to do and that was the first limitation we faced.
Q: At the end you talked about monthly median flow or I think you grouped instead of by month, by
Jan- April, instead of using monthly.
R: It’s still monthly, the difference is for this group of months you’re calculating 60% of median, for this
group of months you’re calculating 50% of the median, to accommodate higher spawning events and
spring flows. It’s still monthly but the percentile used for calculating it is slightly different. The other
reason, seasonally to make sure the dotted line didn’t drop below the 10the percentile flow, was using
the 60%. I ran through different iterations- goal was to find cutoff that protects the 10th percentile flow
(because of impacts seen in the stream flow analysis) and the monthly variability.
Q: Can you explain why the drought years with a different percentage?
R: we naturally have droughts, they are important for freshwater ecosystems. You’re accommodating
less water in the drought years, you allow them to go fairly low but you still need water so it’s still
allowing slightly longer…doesn’t sound intuitive, because of natural droughts you want to let the system
to go that low.
Q: How do you recognize a drought year? A dry winter? Wants the trigger to see that, if you wait until
July or August you may have gone too far.
R: Absolutely. My analysis didn’t look at cutoff for drought years. But I think it would be a challenge.
Recognizing that is something. I think it’s important to have variable rules for different years. In
drought years you’d take 5%, then it goes into the 40 and 50 variable rule since you’re starting with a
lower amount. If you have this lower amount then you won’t run into having “2 days of water left”, you’ll
have more foresight.
Facilitator: I want to make it clear that this is your last time meeting with us Kim, so if you have
questions ask them. In the handout Kimberly has provided, it may be helpful to look at handout to see
if there is anything she could clarify.
R: You will also have the actual report, it’s not yet ready for distribution. It has a lot more detail, and
the full literature review and that covers a lot of questions you were asking. (Becca will ensure group
has it)
Q: Can you tell us how you titled the method?
R: Decision support system for environmental flows. The Important thing is the 3 parts of it- % of flow
and it varies wet, normal, drought years; minimum flow threshold, and also have a drainage area cutoff
where you don’t have withdrawals above a certain point. Even if it’s not so much the numbers I have, I
think those 3 components are important. % of flow to protect variability, minimum pass by flow for
drought, and how much water you can withdraw from small drainage basins.
Q: Do you provide more information on the headwaters in your report, small agricultural users for
example, that’s likely to be centered on the smaller areas. They won’t be a constant withdrawal, but
periodically it might be important.
C: If you can’t protect the headwater streams then don’t ask people to register those withdrawals.
C: Registering use is triggered at a 100,000 gal/day threshold, below that registration is not required.
R: The headwater rule is protecting the 1 mgd withdrawals.
C: That’s really not that large of a withdrawal.
R: No. I showed even with a 50 mile square drainage basin, you have rough 5- 10% of mgd per day
going by the 50% of median
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 58 of 97
C: The mgd registration, there are a handful of agricultural operations that meet that as opposed to the
100k gpd that is for everyone, not agriculture.
C: Well done, Kim.
Facilitator: if you haven’t read her handout, you may want to read it since she won’t be here tomorrow.
Q: Regarding the location of the 14 sites downstream of water supply withdrawals- do you know if the
water is returned by NPDES below the sites?
R: Those are calculated from net withdrawal, so the return is within that.
Q: I note there is a presentation this afternoon by Tom Fransen, most of it is based on the PHABSIM
work and has monthly means instead of medians. We were postulating how the monthly median flows
in your characterization compared to those metrics. Is it generally higher or lower?
R: I went with medians because the relationship between means and medians varies across months-
some months have more extreme flow values. I wanted to go with metric with the most central
tendency in prevailing conditions. I looked at it on a handful of gages to decide it, median showed a
more consistent relationship. They do vary, more with the larger drainage basins. I did use the 10% of
mean annual flow as a comparison of the monthlies relative to that.
C: If looking at it on a seasonal basis, would the mean or median, a pattern where one would fall above
the other at one point?
R: It might be with the mean you don’t need the variable 50 or 60, one might work.
End of presentation.
At the end of the meeting, Kim offered to show the group how to better interpret how the
numbers were determined.
C: your information is not quite ready to send out, will you make your spreadsheet available?
R: yes. On this map, this represents where the gages are, each gage has a number associated with
the gage. This table has the number (map on top) references back to number on the gages, each gage
has a unique identifier number, is also on the map, and on the graph with mgds. Shows where it is
geographically, the top number is drainage basin area, from small up to largest. Example- This is
French Broad gage 12- French Broad River at Marshall. Links MGD available at gage. So when Tom
Fransen was doing his, I was looking at the gage he had and looking at mine.
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 59 of 97
Q: Of Fransen’s list, how many are in your report?
R: I noticed 4-5, but probably more. That will give you a reference for what 5, 10 look like at particular
gages. If you pull up the presentations tomorrow it may be helpful.
C: We can put any gauge into Tom’s spreadsheet and look at it.
R: The black line is 10% mean annual flow, it’s a reference you all can come back to. MGD available
under this scenario.
Q: You’ve got them ordered in some way. How?
R: From smallest drainage basin to largest.
C: I want to compliment you on this graph, it’s a neat way of comparing it. (Water available in MGD)
C: Request- both agricultural representatives will be gone tomorrow. If there is a need to do a
consensus type of agreement let us know or delay it so we can weigh in.
IX. Presentation: General Discussion of the 5 Methods Presented July 16,
2013
Facilitator: Mary Lou Addor
Given what you have heard and read about the five methods introduced today, what was of value to
you across the board with these 5 presentations? A couple of you used the word convergence -what
were you converging on?
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 60 of 97
1. One common theme amongst the proposals: the smaller drainage areas need more protection than
the larger drainage areas (the main stems are probably more resilient than the smaller drainage
areas).
2. 80% flow by is likely not conservative enough for planning purposes and looking at ecological
impacts. Planning purposes can be more conservative which puts the burden on site specific
analysis.
The 80% flowby as compared to Kimberly’s presentation gives me concern for planning purposes.
Been wrestling with the 5%, 10% to the 80%. If we don’t know what biological impacts are there,
let’s plan for them so we can deal with the natural stresses that are going to be out there that
cannot be predicted. Recommend we pick something more conservative than 80% flowby whether
it’s 5, 10 or 15; there’s plenty of opportunity to challenge the conservative with site specific studies.
3. Want to see a toolbox not an equation with 4 basic tools:
a. strategy for establishing flowby goals for main stem rivers (where there was not biological
data)
b. strategy for setting seasonally stepped minimum flows such as 30 40 50
c. some ecodeficit based tool for predicting biological responses to altered flows
d. coastal strategy.
We’ve talked about how water supply responds, how habitat responds; need to talk about how
organisms will respond. The other 3 complement each other very well, but coastal is unknown at
this point.
Question about the tool box approach:
Q: Is your flow by point only for main stems? If so, what about all the other streams?
R: I think the point being made here is that we have a lot of ways of representing flows and
how we can remove water; we have very few tools to relate that to the biology in wadeable
streams and none right now in the large main stem sites.
We have a plethora of things that we’re assuming are protective, but we have very little
information to prove that they are protective as relates to this statue.
R: For 88% of the watersheds that are basically characterized by wadeable streams, we ought
to be using the data we’ve got and the best analysis we have. For the main stems, where
the data is limited or non-existent, we ought to set a conservative flowby standard as our
strategy. In all cases, we ought to have some sort of bottom threshold that we don’t think
we should cross – the floor. And then whatever the outer Coastal Plain brings to the table
will stand probably on its own.
4. Our enemy here is uncertainty, when we have no database to analyze or work with; we need to be
conservative for planning purposes. That makes good planning sense. In actuality, what you do
when you have a particular application come in is something completely different than planning.
5. What I heard amongst the proposals is that each presenter believes is he/she is proposing is a
conservative strategy, and that everyone is thinking about 2 things:
a. the dangerous thresholds we don’t want to cross and
b. how to measure what’s happening to avoid crossing the thresholds
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 61 of 97
6. What I heard is that the recommendations need to be adaptable to future knowledge and studies.
7. Time is a limiting factor. We could go somewhere else with each approach, and the
recommendations given more time but we need to make the cut now.
8. Heard amongst all the methods is that one size does not fit all- different sized streams, geography
on streams will affect the threshold by whatever definition, red light, green light, that we can provide
some assurances.
9. Encouraged about the positive atmosphere and commonality of the proposals. [these proposals
were independently derived and yet have commonalities].
a. Proposals are essentially the same in sense there is some % of water distributed over some
period of time. We have to determine – how much and over what time?
b. A key piece is when we make that decision how does that affect the stream? We could take
conservative approach but how will we have confidence it will protect it?
i. USGS RTI attempts to demonstrate impacts on 88% of wadeable streams
ii. EFSAB has 2 tools that can relate: one is the RTI/USGS work and the other is
PHABSIM.
Another way of stating this, is what comfort level do we have with using these data backed
recommendations versus maybe a simpler approach more based on literature and studies from
other locations? The TNC and RTI/USGS can be difficult to explain with all the statistics and
varying percentages and numbers but these methods are based on current data from North
Carolina.
There are limitations as well with RTI/USGS, TNC, PHABSIM and we’ve acknowledged some of
those limitations in our discussions. Thus regardless of whatever we recommend, we will need
to be clear about the limitations of whatever data we use to explain the recommendations.
c. When you rely on the literature, you’re relying on someone else’s interpretation of their data. If
we have to choose between the best available North Carolina data, the best somebody else did
with the best available data from somewhere else, or something that’s not data based, I’m
inclined to go with the best we can do with North Carolina data.[Comment – with any study you
are relying on someone else’ interpretation if not your own].
d. I appreciate Sam and Jay’s perspective, that maybe we need to be very conservative with the
main stems as a planning tool. Although there is RTI data for wadeable streams, perhaps our
recommendations are that in areas where data is lacking, we conservatively recommend a
protective percentage and then the subsequent recommendation is to ask the state to go out
and gather information to increase the certainty of our recommendations.
e. Certainty is an issue not just for the science board, but for the developer who wants to borrow
money to build houses, the bank who plans to load him the money, the municipality that wants
people to live there, or for zoning board that wants to provide fire services during drought years.
They want to know the water will be there. Everyone needs some assurance that we’re really
certain or we’re on the edge of certainty. I recommend then being broadly conservative. They
do not want to be discussing how big a pump to install. So instead of white and black, make it
wide and gray, and come way down on the conservative side. That’s where we need to make
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 62 of 97
sure folks understand that we are, especially as we go into different climate scenarios and look
across that range of variability in the flow itself.
f. I don’t believe anyone is asking to set aside the NC work but the question may be, does our
report lead with these ideas? Do we consider the bulk of what other states have done initially
and then present the NC work and how it fits our recommendations or something else?
g. With respect to uncertainty, it would be a greater conundrum if the biological response to flow
was more of a threshold. Is it 20%? 25%? 31%? What our data in NC shows consistently is that
any change in flow stimulates a biological response. Based on the data how much are we
willing to accept? The uncertainty is minimal since anything you do to reduce the water in the
stream is going to degrade integrity.
I’d add we chose the flow variables because they have the highest significance level. All of the
flow variables produced curves that looked just essentially the same whether it’s using the
Richter statistics, or eco-deficits.
10. Consider what other states like Michigan, Maine, and New York have enacted, their criteria and
justification. Although these are examples of policy framework – it might be helpful to see where
North Carolina falls amongst them.
X. Presentation: EFSAB Deliverables & Proposing a Framework for
Characterization
Presenter: Chris Goudreau
Handout of EFSAB Deliverables: document was distributed to the EFSAB at the July 16 meeting and
on the EFSAB listserv.
Facilitator: It might be helpful to leave today with a brief presentation about the EFSAB’s deliverables
using a document Chris Goudreau crafted for your review.
Introduction of EFSAB Deliverables Document
Three sections were presented in the document titled: EFSAB Deliverables to DENR: 1) statute, 2)
characterizing the aquatic ecology of different river basins, and 3) identifying the flows necessary to
maintain ecological integrity. The document was distributed to the EFSAB at the July 16 meeting and
on the EFSAB listserv. The following points were made in the document:
a. characterizing the aquatic ecology of different river basins (setting the stage)
Need to address this charge beyond exploration of a classification system
Determine a who/what, where, how, when, and why framework to characterize the aquatic
ecology using existing documents and databases like the DWQ basin plans.
b. identifying the flows necessary to maintain ecological integrity with data from NC, with data from
other studies and jurisdictions including scientific theory to justify flow recommendations.
Discussion of the EFSAB Deliverables Document
C: This is good stuff Chris. Would you consider establishing a fish and separately a benthos standard
for each basin to be a characterization? We normalize the fish data by basin in the top 20%, and we
normalize benthic data by the eco regions for the excellent class. This was just setting the bar for high
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 63 of 97
standard. In doing so, have we effectively characterized each basin in terms of something? Namely,
what is the high standard for the riffle run guild? Namely, what is the high standard for EPT based on
data? Can we consider this a form of characterization?
Chris: I don’t disagree with that though I’m not clear what was in the minds of those who drafted this
statute, as to what they wanted in characterization of the aquatic ecology of different river basins. To
me, that phrase is important though it does not indicate the kinds of information that they are looking for
and the purpose for separating this deliverable from the actual flow recommendation.
C: Though not there during actual drafting of the statute, I was there during much of the legislative
discussion. The conversation tended to wrap around, what are the prevailing conditions, what is the
condition of a basin against which changes in flow should be measured?
Chris: I listed this deliverable because I believe we need to have a discussion about what the minimal
standard is for maintain ecological integrity. ‘Go look at a bunch of DWQ basin plans and there’s the
answer there to characterize the ecology.’ The basis for that discussion is still DWQ’s biological data.
C: I would put forth that the characterization request from the legislature was not really the key part of
the work. We’re being asked to do an impossible task. We clearly understand that there’s an effect of
flow on the biology but the challenge is to quantitatively come up with a suitable decision threshold that
can be used for planning. You know, it’s kind of like coming up with a cancer risk factor of 1 in a
million, if you will. Only, instead of trying to do it for 1 organism, we’re trying to do it for a plethora of
organisms.
Let’s spend a minimal amount of time on the characterization component -- talk about it, state why we
have what we have, how we’ve richly analyzed the data using available data bases that were not
collected for this purpose. Here’s what we think and then move onto the additional discussions.
C: I wasn’t there for the legislation either. I think the idea of just referencing some of the DWQ basin
plans is great – put in 2 sentences. Let’s give them what we want to tell them and lay all the data out
there (there was a time we were thinking about a classification system). This helps us explain why we
might recommend these following approaches. And gives us an in-road to justify why we think small
streams should be treated one way, main stems another way, coastal streams another way.
Chris: The reason for this question was in developing the trial balloons, we were asked to respond to
two questions: 1) how does the method help the EFSAB respond to characterizing the aquatic ecology
of different river basins and 2) identifying the flows necessary to maintain ecological integrity? With
respect to the first question, “how does this trial balloon help to characterize the ecology”, I’m thinking,
most of them don’t so we haven’t really defined this subject with the exception of the exploration we
have accomplished around classification. If we plan to respond to this question, we need to give
attention.
C: Along those same lines, we haven’t really approached the recovery discussion either.
C: As a lawyer in the room, I will tell you that legislative history has no precedential value and thus
writing the statute has no legal relevance. So in support of Jeff’s proposal
[let’s give them what we want to tell them and lay all the data out there (there was a time we were
thinking about a classification system). This helps us explain why we might recommend these following
approaches. And gives us, an in road to justify why we think small streams should be treated one way,
main stems another way, coastal streams another way].
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 64 of 97
the language is in the statue, and there needs to be a response to it in the report. But we don’t need to
find out or understand what the legislative intent was at the time that the legislation was drafted. It’s our
job to interpret it to the best of our scientific ability, and to answer it in whatever full capacity we can,
and then move on to what folks are really going to focus on.
Others concurred.
Jeff made a request that consensus recommendations are not finalized until Jeff (and perhaps others)
can review the discussion. David, his alternate cannot attend on Wednesday either.
Lou will distribute copies of the July 16 presentations and trial balloons later in the evening on July 16.
She stated that the morning’s session would begin with a discussion about the charter and the Report
Outline followed with a discussion of the trial balloons.
The July 16 session was adjourned; the July 17 session will begin at 8:30am.
July 17, 2013
XI. July 17, 2013 Meeting Orientation
Members and alternates of the Ecological Board Science Advisory Board introduced themselves and
their affiliations. Guests in attendance and the facilitation team also introduced themselves. Everyone
was reminded to sign-in who attended the meeting. It was noted that several members were unable
to attend the July 17 meeting (Jeff Hinshaw, David Williams, Becca Benner, and Amy Pickle) and
A brief orientation was conducted of the July 17 meeting agenda. Members would first hear from Bob
Christian regarding the status of the Coastal Working Group, followed with a review of the EFSAB
Charter and Report Outline. The major portion of the day would be reviewing the trial balloons and
discussing the value across the board of these proposals and how this work can help the EFSAB
meet the charge given to them.
XII. Update from the Coastal Subcommittee
Presentation: Coastal Subcommittee Update and Recommendations
The Coastal Working Group had its third and final meeting on July 15, 2013. Members of the group
include:
• Bob Christian ECU
• Eban Bean ECU
• Dean Carpenter APNEP
• Scott Ensign Consulting
• Mike Griffin ECU
• Kevin Hart NC DMF
• Mike O'Driscoll ECU
• Mike Piehler UNC IMS
• Judy Ratcliffe Natural Heritage
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 65 of 97
• Fritz Rhode NOAA
• Bennett Wynne NC Wildlife Resources
Bob noted that the overall objectives of the group were to: assess applicability of previous coastal
work, both in other states and the Greenville study; develop stream typology; advance spatial modeling
and mapping; establish what relevant ecological and biological dependencies on flow are; to develop
frameworks for potential coastal EF criteria and protocols if possible; and identify factors limiting EF
protocols and needed research within coastal systems.
Bob showed a slide showing geomorphic typology and associated in-stream habitats by Scott Ensign.
The resultant conditions of flow are divided into three groups: medium gradient, non-
tidal; low gradient, non-tidal; and wind or
lunar-driven tidal freshwater, "natural" or
engineered streams. He then showed a
slide of 5 key stream conditions associated
with origin and slope, depicting 3 strategies
for ecological flows (EF): one based on
discharge to habitat relationship, very
similar to PHABSIM. The second is an
approach taken by a number of states as
well as the Greenville planning document,
which is to try to set conditions around the
position of salinity, either the amount of
salinity at a particular location on the
stream or the position along the river where
a certain salinity occurs. In other words, one is salinity at a fixed-point; the other is as you move up and
down the river, where is the salinity. The final strategy for EF is overbank flow and how changes in
water availability or withdrawal would affect the capability of having overbank flow. Eban Bean and
Mike Griffin at ECU developed a series of GIS maps based on a variety of datasets: insert slide]
showing the Suffolk scarp and delineating the upper and lower coastal plain {slide] showing the streams
originating in the piedmont and the tidal streams. The next slide [Natural vs. Engineered]. Bob noted
that engineered "ditches" could dominate in parts of the coastal plain. Because our typology, the
classification scheme in conjunction with EF determinants is
Origin Slope EF determinant
Discharge &
Habitat
Downstream
Salinity
Overbank Flow
Piedmont Medium
gradient
X X
Upper Coastal Plain Medium
gradient
X X
Upper Coastal Plain Low gradient X X X
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 66 of 97
Lower Coastal Plain Low gradient X X X
Lower Coastal Plain Wind or tidal
driven flow
X X
associated with slope, the group wanted to get a sense of what the slopes of the different streams are.
[Kimberly Meitzen, TNC, provided information on slopes of streams, with a range of 0.00001% - 2.9%
and distribution of 0.00001% to .2%. The group was trying to divide up the streams into medium
gradient and low gradient streams. Where do we draw the threshold?
Eban Bean and Mike Griffin developed,
based on the TNC information, maps
showing the distribution of low slope and
medium slope streams using various
thresholds. When you get to slope of
0.001m/m, you see pretty much the main
stems and the feeders tend to be the
medium slope. By the time you get to
0.0001m/m you no longer have low slope
streams.
The group concluded that a good threshold
would be 0.001m/m, with any stream with a
slope of less than or equal to 0.001m/m
being low slope, and anything over that
being medium slope. Within that division
they divide largely as main stems versus the tributary streams, at least based on those streams at this
level of resolution. This threshold of slope relates to other geomorphic characteristic of the stream such
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 67 of 97
as stream order and catchment size. Going back to the slide showing geomorphic typology and
associated in-stream habitats, you have a first cut for the divisions. When the group met on Monday,
they worked to establish relevant ecological and biological dependencies on flow, to develop
frameworks for potential coastal EF criteria and protocols if possible, and identify factors limiting EF
protocols and needed research within coastal systems.
Going back to the model of EF determinants (discharge and habitat, downstream salinity and overbank
flow) within the context of the 5 classes (piedmont, upper coastal plain, upper coastal plain, lower
coastal plain (low gradient) and lower coastal plain (wind or tidal driven flow), there is a lot of difference
between coastal streams, especially low gradient and tidally driven streams, and the types of streams
that the EFSAB has been discussing. Because of flatness and proximity to the sea in the coastal plain,
ground water and surface water are so closely linked that ground water withdrawal can be important to
surface water flow; ground water withdrawal may alter inundation patterns of low order streams, and
ground water may be shunted into surface water for agriculture. Also, flow is closely linked to water
quality (salinity and dissolved oxygen), so in determining how flow affects organisms you have to take it
from a water quality link. Also in the coastal plain, stage is not necessarily well defined by freshwater
flow. In discussing what assemblages might be key to focus on in terms of flow relationships, the
coastal group chose anadromous fish (upstream spawning, including Blueback herring and alewife
(under consideration for endangered status), American shad, Atlantic sturgeon (endangered),
Shortnose sturgeon (endangered), and Striped bass (stock status – concern)). Also important are
catadromous fish (marine spawning) including eel – (stock status - depleted), and Estuarine species –
some of the common low-salinity species that occur in river systems: southern flounder, Atlantic
croaker, spot, menhaden, bay anchovy, blue crab, white shrimp, striped mullet. They focused on fish
because they are ecologically important, they are economically important, and they have some very
real and, in some cases, reasonably well defined links to flow. Regarding anadromous fish, there is a
large database for the state, spawning flows are important, flows during larval and juvenile grown and
development are equally important, not simply spawning season; the position of the salt wedge is
important, and habitat suitability models are available. Bob showed a slide showing at least some of
the relationships between flow and spawning. Bob noted that the EFSAB has not gone beyond looking
at community structure from the point of view that all species are equal whether fish species or macro
invertebrates, and the EFSAB has not taken into account food web structures and the idea that there
are foundation and keystone species and that the role they might play is more important in terms of
ecological integrity than other species. In thinking about the coastal plain there are 2 foundation
species groups: riparian swamp trees for which overbank flow frequency, timing and duration is
important as well as salinity and dissolved oxygen, and submerged aquatic vegetation for which salinity
and dissolved oxygen are important. Bob then showed a slide showing the 5 groupings of streams and
which assemblages you might want to focus on in each category.
Origin Slope Assemblage
Anadromous Fish Resident fish Vegetation
(Foundation species)
Piedmont Medium gradient X
Upper Coastal
Plain
Medium gradient X
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 68 of 97
Upper Coastal
Plain
Low gradient X X
Lower Coastal
Plain
Low gradient X X
Lower Coastal
Plain
Wind or tidal driven
flow
X X
The group then identified areas needing additional research: juvenile abundance indices vs. flow and
salinity/conductivity; salinity distribution across the coastal plain; quantification of stream typology
classes; Roanoke slabshell mussel distribution and abundance as representative of benthos; hydrologic
metrics and characteristics of coastal streams; determine reference flow regimes for each river basin;
and balance of withdrawals from and discharges to coastal streams. Largely, at least initial data is
there but has not been analyzed.
Q: Why do you say the Roanoke slabshell mussel is representative of benthos and, therefore,
important to determine their distribution and abundance?
R: It is a species that is distributed in the coastal plain; we think it has anadromous fish hosts and
usage. It can be pretty abundant; it is long-lived. In the Greenville study there was suggestion that
they were seeing dead animals whose deaths were attributed to the salinity wedge moving up over the
existing beds. If that is true and that could be investigated across the larger main stems, it might give a
long-term monitoring opportunity to see how that might influence distribution and abundance and also
reflect back on flow.
R: I don't want to challenge that; I understand clearly what you say; it's probably not representative of
benthos, but it is probably providing the other things you mentioned.
R: I don't know if it is representative of the benthos. It certainly is a component of the benthos. It is a
relatively non-mobile species that can tell us a lot about a given location in the system.
R: We (DWQ) have invested a great deal of time trying to use benthos as a good indicator in our
estuarine systems. To be perfectly candid, we have pretty much failed miserably. Not that we have not
collected a lot of data and done a lot of work, but we have not been able to find good indices or good
representations within those benthos communities that are widely applicable. I would just suggest that
the slabshell stuff is good, and I would like to see you keep it included, but I do not believe that it is
representative of benthos. The benthos challenges are very similar to the other challenges that you
have gone through: water quality dependence, salinity dependence, slope dependent and all these
other features as well as there is just so noise in the benthos signals that we aren't able to tease those
out and be able to support using benthos as a good indicator. That's related to water quality
parameters, let alone the flow parameters. I really don't think the benthos offers us a lot of help as it
relates to the flow relationships.
R: I think this species, if not taking it as representative of what DWQ is trying to achieve with benthos
and macro invertebrates, I think does have real potential as a bio monitoring feature in our coastal
plain.
Q: For flow though?
R: Yes, in the sense that if there is relationship between the salinity wedge and freshwater discharge,
this might be one metric that can be evaluated, tying it to an ecological component of the system as
opposed to strictly flow versus a chemical feature being measured, for example.
R: I want to add that although it may not be representative of the benthos, it does give you a good
indicator of how the salt wedge is moving up the stream. In the work I did on the Savannah, where we
were doing salinity studies with drought effects, looking at alteration of freshwater outflows and trying to
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 69 of 97
identify how the salt wedge is progressing upstream we had dead mussels where formerly there were
stable freshwater flows, indicating that the salt wedge had come up that far and had killed those
bottom-dwelling organisms. Since then that has been tied back to salinity measurements in the stream.
I think it is good measure of alteration of freshwater outflows in some of these systems to help establish
where there has been that change.
R: I think that is a real good idea. We have so little controls, dams if you will, down in the coastal plain
that I think it is going to be a challenge to tease some of that out, but I am all onboard for trying to
explore that.
Q: Do we know what the fish host is for the Roanoke mussel?
R: Some research has been done, but off the top of my head, I don't think it has been very strictly
defined. It has either been attributed to anadromous species due to their distributions throughout their
range, or there may be some laboratory evidence. I am not sure which.
Q: How vulnerable are beds of Roanoke slabshell mussels to Asiatic clam invasions?
R: The Asiatic clam is ubiquitous in NC. I would say that every bed of Roanoke slabshell mussels
probably shares that space with them. There are probably very few that don't have them.
Q: Are they replaced by Asiatic clams?
R: I don't know of any species that have been replaced by Asiatic clams.
C: I was part of that study reviewing the Greenville project and I think Mark characterized it well.
Instead of Roanoke slabshell being the only species, it is any of the freshwater mussels that are
influenced by the salt wedge, and conversely, the other way around, some of those estuarine species
that move up the river during drought periods, then when we get higher flows again, they get killed so
there is that shifting of band over long periods of time of what species you are going to find. I think
Mark's characterization of the benthic fauna that changes in relationship to the salinity and DO is a
good marker to use.
R: These are points well taken. Again, because of the group we had assembled, we probably did not
do justice to the benthos.
C: I just don't think that we are going to be successful in the time we have to deliver relationships.
C: I don't think the coastal group is really seeing a likelihood that we would have a product between
now and October 30. The slabshell is one of the few species that has high enough population densities
that you can actually look at population and look at metrics that you are not usually able to look at with
freshwater mussels because of rarity and patchiness. That's why that species came up in the
conversation.
Bob: We had some discussion about the fact that we really don't have a good handle on the metrics of
flow in the coastal plain especially in some of these areas where you have bi-directional flow. Probably
it would be beneficial to have an analysis of several of the gages that do exist down where you have bi-
directional flow and try to analyze the information based on some of the metrics that we have for uni-
directional flow and try to get a handle on what metrics of flow or stage would be useful and what would
be reference conditions for these looking at the long-term records. Finally, there was discussion about
the balance of withdrawals and discharges, which I heard yesterday.
So where is the coastal group? We are certainly not far enough for a trial balloon. I'm thinking that
what we will perhaps contribute for the coastal plain at a level where the EFSAB was about a year ago
elsewhere in the state. That's hard to stay, but we are going to be short of suggesting a percentage of
reduction of flow or eco-deficit or anything like that. We probably will not be quantitative; however, after
what I heard yesterday and some of the extrapolations that Kimberly was able to do into the coastal
plain with her data, it may be that at least for medium gradient streams, we could extend some of that
information into the coastal plain and not just say it's the coastal plain and we can't do anything about it.
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 70 of 97
I think there might be an extension of what is decided here into the coastal plain. I don't think that's
going to occur for the low gradient and tidally dominated streams. I think we need to have a better idea
of gage/discharge relationships and maybe begin to understand a little bit better about, for the
conditions in the coastal plain, what are the relationships between discharge and stage and what
proportion of stage is controlled by discharge. I think there are some statistical analyses that could be
done. I don't think we are actually capable of doing those analyses for this group in the time allotted,
but we can at least give some direction. We have to highlight that water quality cannot be separated,
and the key assemblages of organisms may be different from the guild structure we have talked about
here.
C: I think it is very logical. There are a number of things up there I had not thought about and it's very
insightful. I can't help but think about the recent discussions about the discharge from the Vanceboro
quarry where we are actually adding flow and what kinds of changes we expect from that. I try to run
that scenario through my head if we were reversing the situation, taking flow out; the same connections
make sense to me. I am pretty impressed. The contribution of the coastal component to the EFSAB
also seems to highlight one area, which we have not talked about much, which are the goods and
services. The goods and services in the coastal area are extremely important, not just in the quantity of
flow that is available, but also in the harvest of these commercially important species. So I think you all
have done a really good job.
C: I really appreciate the quality and the hard work that you present. One comment, it seems to me
that salt intrusion and DO are both powerfully influenced by flow, and it seems to me that in the coastal
plain they may be powerfully influential on the integrity of biological communities. I know that both
USGS and Weyerhaeuser have been tracking those data on the Roanoke intensively for decades.
There may be very strong salt intrusion and flow DO curves and literature available for the use of your
committee. My second observation is that what you have or don't you have to get it written up in 2.5
months. Be thinking about how to frame this as advice to DENR for finding the missing pieces of the
puzzle and coming up with some sort of strategy for conserving ecological integrity in the coastal plain.
It has to be based on flow. I know that stage may be the most important thing to track, but flow is what
makes it and that is where we have to get vis a vis the legislation.
Bob: In response, I am glad that Dean is here because APNEP and its comprehensive management
plan has ecological flows for the Albemarle/Pamlico as a priority item. Dean intends to continue the
work of this group beyond the length of this EFSAB. You're right; we have an immediate goal, and
there is a longer-term opportunity through APNEP.
C: Maybe the most important thing in the coastal section of the EFSAB's advice to DENR is to hand
the ball off to APNEP. Here's where we need could get, and here's where they need to take us.
Bob: I could write that up today.
C: That Greenville study was really interesting. When we first went into that, we were dealing with both
the freshwater component upstream of their intake and the transitional area down below where the salt
wedge was. We tried to come it initially with the traditional approach of flow studies and, essentially,
got nowhere because with the stage issue, for example, you can have very widely varying flows yet the
stage will change only a little bit. It has nothing to do with flow; it is all dealing with tide and wind.
Where you have ended up with your path so far is very much where we came to in that study that went
over several years.
Bob: That study was influential, at least to me, in terms of how to approach this.
C; Along those lines, I would find a way to highlight the importance of wind and climatological events in
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 71 of 97
the coastal plain a bit more strongly than we have elsewhere.
C: Another thing, in the table that had the species represented, I wonder, for the resident fish you have
it down for the lower coastal. Is that the estuarine assemblage that you were talking about?
Bob: Yes, those animals in the sort of tidal freshwater. Again, we were thinking more about fish. It
think one of the things that has come out of this is that a little more thought needs to be given to the
benthos.
C: We did discuss resident fish as in striped bass and some other species did come up. They would
be of interest in both the upper and lower coastal plain. We were thinking about data sets and what
could be mined in relationship to the types of features that we identified - the direction we were thinking
of going with salinity and so forth.
Q: Did you all do any geographic discussions on northern versus southern and the significant
differences there are between those?
Q: In the fish assemblages?
R: No, more in general, in flows...
R: Yes, we did because I am so centric on the Cape Fear system; it is different from the Tar/Pam or
Roanoke. So we did discuss that there are variations between the basins. We need to be basin-
specific when we look at these things.
Bob: This is buried in the one sentence fragment. We do have to look at the north and south
differences.
C: I want to get back to the mechanics of the slope and differentiation, that threshold between low and
really low gradient streams or what you call medium and low. At what point can you measure flow in
these? Is there a threshold for flow measurement that is noticeable, visible in a surface type of velocity
or directional velocity or even measurable with a flow meter? I have fooled around with some of these
and I want to make sure we have that building block there to make a meaningful dichotomy between
flat and really flat streams, and is there a threshold that has something other than the numeric
coefficient that we can point back to.
R: The way to handle this in a document would be that this represents a potential threshold, but
obviously we need more information to deal with how that geomorphological gradient relates to flow
itself. Somebody may know. That's a very good point. The idea of a threshold here is in some ways
artificial. The relationship between flow and gradient probably would be even more artificial in terms of
setting it as a threshold. But there is something that, from the point of view of flow, it doesn't matter if it
is this or twice or 5 times higher. You make a good point.
C: I'm going to sort of state the obvious. On the Cape Fear where you have a very strong flow-
dominated system, if you are talking about the lower coastal plain, you are going to be subject to some
pretty wide swings between years for some of these estuarine species depending on what flow does
during the recruitment period. I don't know how you handle that.
Bob: Yes, again, that makes that area particularly difficult to deal with. You're talking about the tidally
driven?
R: Yes.
Bob: I don't know. I don't have a solution.
C: We (Duke Energy) have some extensive historic data on the lower Cape Fear. The down side is
that is that it is probably too far down into the estuary for what you need, but if you want to get with me,
I can share what we have.
Bob: Okay.
C: To carry on with some of that, my old agency has a lot of information above Wilmington. The
estuarine-dependent species, many of them, spend their first three or four months in fresh water: blue
crab, white shrimp, southern flounder, and spot. Also, when you talk about estuarine dependent
species, you are talking about their resident time in the fresh water.
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 72 of 97
C: I understand that this is the EFSAB, but I think also it is about water quantity. If you are in a very
low flow system, like a zero flow system, you are going to be concerned about quantity, and water
quantity is going to be influenced by water extraction. Like what Amy was saying, we don't need to just
tie our hands and say well, we can't talk about flow if there is no flow to begin with. We can say that in
some of these areas we need to talk about fresh water quantity in its simplest form if we have to, if we
are limited to. There just may not be current. It's still an issue, and I don't think we can ignore it.
Bob: The coastal group is not meeting again. I will try to have something still more developed next
month.
C: I just wanted to add since in all these basins DWR is focusing on OASIS modeling and given the
fact that we are not going to be doing OASIS modeling in these reaches, that's going to require some
other methodology for other monitoring or planning for those areas so the post-processing we talked
about in the other part of the basins where OASIS is going to be used, it is going to be another
modeling effort that can handle tidal and variations in flows or some sort of spreadsheet post-processor
type of thing. Since it is DENR that is the main recipient of this, there are sister agencies within DENR
that can offer expertise in this regard. DWR is certainly willing to partner with sister agencies once we
figure out how we want to proceed.
XIII. Review of EFSAB Charter
Presenter: Mary Lou Addor
TITLE: Presentation: Review of the EFSAB Charter
Presenter: Mary Lou Addor
Mary Lou Addor reviewed the Charter with members of the EFSAB. The EFSAB did not make any
major changes to the Charter who serves as a working document for the EFSAB.
The EFSAB would like members and their alternates who served the EFSAB but are no longer serving
for various reasons to be listed in order to recognize their participation and contributions. In addition,
the full list of EFSAB members and alternates will be included on the Report to the EFSAB.
There was request for DENR to continue to inform the EFSAB about the status of their
recommendations for at least one year following their Report to DENR.
The EFSAB decided to list the EFSAB members and alternates who served previously but are no
longer serving for various reasons in the Charter Appendix and the Report Outline. The list of former
EFSAB members and alternates are:
Jessi Baker, NC Division of Marine Fisheries (Alternate to Bob Christian, Eastern Carolina
University)
Donnie Brewer, Environmental Management Commission – Water Quality and Water Allocation
Committees
Cat Burns, The Nature Conservancy (Alternate to Sam Pearsall, Environmental Defense Fund)
Vernon Cox, NC Dept of Agriculture and Consumer Services (Alternate to Dr. Jeff Hinshaw, NC
State University)
John Crutchfield, Progress Energy Carolinas
Jim Mead, Division of Water Resources
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 73 of 97
Steve Reed, Division of Water Resources (Alternate to Jim Mead, Division of Water Resources)
Arlene Roman, City of Gastonia (Alternate to Linda Diebolt, Local Governments)
XIV. EFSAB Report outline discussion
Presenter: Mary Lou Addor
TITLE: Presentation: Review of the EFSAB Report Outline
Presenter: Mary Lou Addor
Mary Lou Addor reviewed the most recent EFSAB Report Outline that was distributed to the EFSAB in
July (hard copies of the document were provided at the July meeting).The document was labeled:
Preliminary EFSAB Report Outline and Discussion Points - DRAFT 2 – 7/10/13.
The Report Outline is introduced as follows:
All working documents are included in this document except aspects of a source document
“guidelines to aid recommendations” as may be appropriate.
Note: The research assumptions enclosed are currently limited to the RTI and USGS research as
well as sections of the recommendations. The report from the EFSAB to DENR will eventually
include a comprehensive view of what has transpired particularly with respect to the research
assumptions and a more comprehensive set of recommendations. Thus others may be involved in
drafting these sections.
This document and its contents will require a full review by the EFSAB before it is endorsed by
members and submitted to DENR.
The Report Outline is still divided into four sections: Preface, Research Assumptions,
Recommendations, and Summary and Conclusions. The EFSAB Framework for Recommendations is
listed as an attachment and it is recommended by the facilitators that this section is move to the
Recommendation section once additional changes are made to the Report Outline.
The drafting subcommittee met prior to the July 16 and 17 meeting to make minor edits to the Preface
section and major changes to the RTI/USGS section.
Major Points of Discussion
During the July 17, members commented that the Report Outline is too RTI/USGS centric and that
other research that has transpired, been conducted and considered, and should be included in the
Report to DENR, in part to demonstrate the thorough examination that the EFSAB has conducted. The
EFSAB is currently focused on providing recommendations at the July and August meeting, and
intends for the writing to occur in an iterative fashion between the August and October meetings.
Members of the EFSAB would like 3 to 4 sentences to describe the other presentations, literature
and/or research that has been examined by the EFSAB and as requested in the legislative Charge,
listed in the Report. It was not decided who would conduct this work.
Members of the EFSAB generally support the idea of referencing in the Report to DENR, weblinks to
the NCWater.org (DENR site) or other information, when discussing supporting documents, research,
and larger research documents.
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 74 of 97
The EFSAB was informed that the Report to DENR will be due by the end of October. Members were
still asked to hold the Dec 3 meeting which could be readily cancelled at the October meeting.
Lastly, it was mentioned that the T&E subcommittee’s recommendation on T&E species has not been
added to the Report Outline. [Note: Mary Lou Addor has added the recommendation to the Report
Outline – Draft 2 – 7.20.13].
The Report will continue to be updated; the EFSAB will be apprised of any updates and the Report
Outline will be distributed for their review when the next round of major changes are made.
XV. Proposal: Afternoon Agenda Discussion
Nine recommendation topics were proposed by an EFSAB member to the EFSAB for the afternoon
session. The objectives for the afternoon was to discuss the common threads of the 5 Methods
presented on July 16, including what each method offered as a way to develop recommendations.
Other data would be incorporated as appropriate.
The 5 presentations of proposed recommendations included:
1. Alberta Desktop (presenter - Chris Goudreau)
2. Decision Support System for Environmental Flows (presenter - Kimberly Meitzen)
3. 20/30/40% and 30/40/50% of Annual Mean Flow (AMF) and Mean Monthly Flow (MMF)
(presenter – Hugh Barwick)
4. 80 Flowby (presenter Tom Fransen)
5. Establishing Ecological Thresholds (Ad Hoc Water Coordination Group)
The afternoon agenda included nine topics for the EFSAB to discuss and develop into
recommendations. The nine topics were:
1. Characterization
2. Maximum Allowable Withdrawals
3. Flow-by Goals for larger river
4. Seasonally –stepped Minimum Flows
5. Method for predicating bio-responses to Altered Flows
6. Listed species trigger
7. PHABSim as strategy for site-specific follow up
8. Coastal Plan Strategy
9. Adaptive Management – Future Research
Note that some of these topics changed as a result of discussion.
XVI. Discussion of key concepts about ecological responses to altered
flows
At the beginning of the day, Tom Cuffney asked if the group could talk about: What are key things
that we know about ecological responses to flows? (from the literature and our investigations).
This item was added to the agenda.
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 75 of 97
Comments from EFSAB members about this suggestion:
That to me is a very broad point of discussion. Given our timeline, I don’t know if it’s a critical
need.
In expanding discussion in report in talking about stream class etc., that we can’t do it there.
There are general things we can cover in 5 minutes that can serve as templates for evaluating
methods for allocating flows. I‘ve noted them and can share them (list follows).
Tom shared his list. Following is that list of concepts regarding ecological responses to flows. The list
has been edited based on comments by the group that follows the list in this summary, and also
comments made after lunch.
Concepts regarding ecological responses to flows
1. It’s important to maintain as natural a flow as we can, (changes in frequency, duration, timing and
rate of change, magnitude cause damage).
2. To do #1 requires small time step (such as daily). An annual value will not capture the flow regime.
3. Urban studies show and increase in frequency and duration at low flows creates degradation.
4. Droughts and drought conditions are natural, but are extremely high stress events in the
ecosystem. Increasing frequency or duration of drought flows will lead to degradation.
5. High flows are important. Streams must get at their floodplains (with consideration of frequency,
duration, timing, magnitude). If that doesn’t happen you’ll change biology. In coastal and lower
piedmont streams, high flows also needed for salt and dissolve oxygen management.
6. Size matters- the smaller the system the less it can stand if water is taken out of it.
7. Minimize distance between removal and return. The smaller the gap is the smaller section of
stream affected by flow. Interbasin transfers are undesirable.
8. We have few tools that directly assess the biological effects.
All the tools point to adverse affects even at relatively low levels of withdrawal. (biological
response begins at the origin of the graph and changes continuously- there is no threshold. )
Models are all highly variable. There may be a high probability that the models currently do not
offer enough protection to the resources.
The models will continue to improve over time if thoughtful studies are funded (adaptive
management approach).
PHABSIM is not a direct but is an indirect measure of effect. But probably will be the best site
specific method that we have.
9. All this leads to uncertainty, so we need to be risk adverse in recommendations, and narrow those
over time as more data is available.
10. It is possible that a watershed may not currently be supporting stream flow requirements for the
ecology of the system.
11. There may be additions to this criteria list based on review of reports & presentation.
12. Impacts to biology when small amounts of flow are withdrawn may be attributed to water quality
(though benthos are more affected by water quality than fish).
Comments (C) about the list included:
C: In reference to word conservative (risk adverse, models do not offer enough protection to the
resources). Err on the side of caution.
C: I’m pretty simpatico with everything mentioned. But words matter and our word-smithing of how
those statements are conveyed will take some effort.
C: My primary purpose of doing this is to capture the science in the literature and the stuff we’ve
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 76 of 97
done, but also assessing the different approaches, which are the same approach but with different
flow recommendations, in terms of whether they are producing these types of results.
C: These are things that would go in research assumptions; we need to communicate this within
the board and beyond the board.
C: Amendment to the original list- high flows in floodplain are also critical in coastal plain and lower
piedmont for salt and dissolved oxygen, and frequency, duration, timing and magnitude are also
important and should applied to accessing the floodplain. Biological response to flow alteration
begins at the origin of the graph, there is no such thing as a lower limit to biological response based
on flow alteration (in all literature we’ve seen).
C: These should go in the preface of the report, as the foundational concepts that research shows,
that recommendations are built upon- we need to communicate this within and beyond the board.
Facilitator: What I heard is that these might be of value in helping to evaluate the trial balloons.
These can be discussion points right now, though people need to be comfortable with the list before
we can talk about having them go external..
C: To address the models being too conservative, we’re providing the science and we’re not taking
care of the policy. If you look at the state of Washington, they have flow requirements in 26
watersheds. They are primarily driven by anadromous fish, though they do not have enough water
in watersheds due to natural or manmade impacts. They are taking it off the table for intake for
water supply- you need more water than that is in there now. Where that state is dictated by
anadromous species, it may be different than T&E species, it may be that a given watershed may
not have enough water as currently exists. If industry wants to take water out, they don’t want to
hear it but it may be the case.
C: Something that would be helpful- going back to some of other reports that have been shared,
they have similar stuff. I can go through those and see if there are some other concepts to add to
this list. This list is a great start. We may want to spend a little time to see if there are other
thoughts we’ve overlooked.
Facilitator: To be clear, this list was a way to assess the conversations about the 5 proposed
methods/trial balloons?
C: yes but it also fits into report as a nice synopsis here’s the state of our understanding of what
the effects of flows are on fish and invertebrates, and then here is the research we did that is
consistent with that (like the RTI stuff). I think fleshing it out is helpful.
Facilitator: So we could use it today to frame the discussion, AND more concepts could be added
to it, and we could continue to present those?
C: Yes
C: To follow up as a devil’s advocate, what I have seen in graphs, if this is a discussion of what
data shows us, if you have condition of the community (not ecological function) or habitat, then 2
factors that control it are flow and water quality. Flow may have linear relationship to condition of
community, but I’ve seen it gets hidden when you have flows very close to natural flow, hidden by
water quality issues. It’s difficult when talking about looking for boundaries that are 5 or 10% away
from natural flow, to identify those changes as flow related, when compared to 20,30,40% away
from natural flow. the control over variation in community it seems that you see the evidence of
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 77 of 97
flow impact when flow is further away from natural. Do people see it that way? (please restate it)
Restated- the condition of the community is much more driven by water quality when flows are
close to natural. Saying that flow is linearly related or that any small change in flow has an impact
on community is difficult to say when approaching natural conditions when water quality may have
impact.
C: Grossly overstated, that is probably accurate based on our benthos work, based on our fish
work it’s more related to habitat than water quality. The major issue I have with that, is our
marching orders are not to evaluate a measureable effect on biological communities, but to look at
ecological integrity as defined including goods and services. This is one of the dilemmas I’ve had.
I’m fine with statement that flow alteration yields a biological response. Does that meet definition in
legislation of impunity on ecological integrity, I’m less confident with that. Harmonious with what
you’re saying with low flow withdrawals and water quality and habitat things. I’m good with saying
on one hand, any flow alteration we expect to see biological respond. But at minor withdrawals (5,
10, 80% flow-by whatever) we are more comfortable or less uncertain that they will have impact on
ecological integrity. That’s why I said the way we word it is important. I agree with everything on
the list, but don’t want to come across that we as various bureaucrats changed the basic driver
we’ve been asked to work on from definition of ecological integrity including goods and services,
into alteration of the community structure.
Action: Chris Goudreau offered to look through reports to see if there are other concepts
that could be added to the list.
The list was typed up over lunch and shared on an overhead after lunch. The facilitator said she
wanted to see if the list was acceptable to the group, and to see if any additional criteria are needed,
and if people were comfortable using the list as potential criteria. The following comments were made.
C: High flows are needed for salt and DO management, not accessing the floodplain.
C: Since we don’t have proxies representing who is absent, there is some ambiguity over whether
we’re meeting everyone’s comfort level.
C: The important thing is not comfort level but does this represent the state of the literature. That is
what we’re trying to capture
C: That seems like a weighty decision if we’re putting that level on it.
Facilitator: If it’s not something that everyone feels they need to agree to, then the other way to go is to
simply add on to the list, but then we need the opportunity for people who have different views to share.
C: Then are these the only criteria for reviewing? I don’t know that these were intended as criteria, but
as some fundamental concepts related to this process. I’ve never seen them, there is some truth but
how accurate they are or if they are universally applicable, I don’t know. We’re shifting gears from what
I thought we’d do today.
Facilitator: then what do we want to do with these.
C: Our goal is to look at flow vs. ecology. This is the current understanding of flow vs ecology.
C: I’d disagree with #7 from the point of what our task is.
C: I’d use these, as I address issues under list of possible recommendations, I’d ask if what we’re
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 78 of 97
recommending align with what we believe is true. This is a fair summary of what we think is currently
known in literature of biological response to flow.
C: I see that, this should be a rough list to be considered. We will recognize some weaknesses if there
are any.
Facilitator: That would come out in the discussion of recommendations.
C: Probably take out language in 7 that interbasin transfers are undesirable.
C: If we’re offering a science basis to consider, #7 is true.
C: This is a list of things to keep in mind, if you don’t keep them in mind, no one will know.
C: At the coastal meeting, it came up that if a withdrawal is groundwater and a return is surface water,
that is a problem.
Facilitator: We’ll characterize them as things to consider, though not agreed upon by group at this
point.
C: As we look at scenarios it’s important to evaluate them with these considerations.
C: Amend 9D to say best site specific.
C: May be better to use different word than conservative. Risk adverse.
C: Good choice.
Facilitator: so we accurately captured those? (head nods)
XVII. Discussion of Topics for Recommendations
Assessment of the Trial Balloons/Proposals
The Board used the framework of 9 topics suggested earlier by an EFSAB member to discuss the 5
methods/trial balloons/proposals that had been presented on July 16. These discussions and draft
recommendations follow. Topics of discussion are underlined, with the discussion and decisions
following them.
Characterization Discussion
The following includes suggestions for how to approach characterization and discussion surrounding
those suggestions:
1. The work of the Ad-hoc Working Group of the NC Ecological Flows Science Advisory Board
informs characterization. On pages 6-7 of their preliminary Report Outline and Discussion
Points, that characterization is outlined as follows:
a. For comparison purposes, biological data must be normalized. The EFSAB
recommends normalizing fish data to trigger basin (HUC 8) and benthos data to Omernik
Ecoregion Level III; and
b. Characterize each modeled stream segment according to the record of flows and the
biological or habitat response curves for the biota most sensitive to changes in flow.
Q: What about non-wadeable streams, which were not covered by the data used in the RTI/USGS
work? What needs to be done there?
R: I expect that under the Further Research topic at the bottom of our list [of discussion items for the
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 79 of 97
afternoon] we will have things to say about improving all of the other items on the list, so we don't need
to do it as we go.
R: Okay
2. The TNC proposal addressed characterization. Discussion highlights included:
a. That work suggested that size should influence our level of protection.
b. Precipitation and temperature were significant, although I have concerns about the
confidence level of TNC's results. Their r-square values were so low (0.05).
3. There are a gazillion things you can say about watersheds. How many of them do we need to
address in our stipulation about characterization? I'm thinking known hydrologic characteristics
and known aquatic biology gets it.
4. Two things come to mind: What are the metrics you are going to use? We recommend
Shannon Index for characterizing the community or species richness or the percentage of the
community that has effective tropic level above primary carnivore. There are different ways to
characterize the biology. Along the same lines, there are different ways of characterizing the
flow, including eco-deficit, etc. How detailed do we get in terms of our recommendation for what
should be characterized, what are the metrics of characterization? The second point, does any
of this deal with cumulative impacts, and should that be part of the characterization? A third
thing is that this is all based around the TNC approach. Do any of the other approaches require
a characterization that is different from the TNC approach?
5. Items 1. And 4., above, are based on the RTI/USGS approach.
a. What RTI/USGS recommended was pretty general. That work recommended
normalizing fish data and normalizing benthos data in two different ways and said that
biological responses should be determined for flow alterations. That's what the draft
currently says. What that work did was calculate flow based on PNV then calculated
flow based on current land use and looked at the delta and said that that is the baseline
eco-deficit. How much additional eco-deficit do you get if you change the flow and how
does biology respond? The work showed that for fish we need to use the Shannon
diversity index because it give us more data to work with. For benthos, we did not need
to; we used the EPT species richness. There is a little bit of difference between what
RTI/USGS recommended and what they did. We took what we recommended and
refined it when we did it. I don't know if this group wants to get that far down into the
weeds with the recommendation, or not.
One thing we can do in writing this up regarding the characterization, we can characterize by
hydrology, biology, geomorphology, and other aspects. We can make that statement then say
that we are focusing in on the hydrology and biology. Then it is clear that we acknowledge that
these other aspects are out there, but they are not necessarily central to where we are going.
Then give the explanation and the details about what we are focusing in on.
One research group did.
The presentation on the 30/40/60 approach characterized according to general fish communities
and physiographic provinces. Someone could say that it is biological characterization approach.
If we put the bigger picture out there we can say that we could look at all this stuff but it is not
necessarily germane to where we are going and say where we are going specifically.
I want to add to the magnitude of that. For the invertebrates, we looked at over 1700 sites and
calculated over 105 metrics for each site. We can list the table of metrics but I don't put all that
data in a table somewhere but that is what the characterization was. Then we boiled it down
from that to finally get into a recommendation for EPT, which was most relevant.
I think that is the way to capture that. We did all this other stuff but here is we ended up and
why we ended up there.
We could just include a table showing all the things we considered, and here is where we want
to go.
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 80 of 97
I think we need a subgroup to make a separate fresh look at independently characterizing the
ecology of each and all of the basins just in descriptive terms that we can pull out of basin plans
and that sort of thing just to characterize the ecology.
By look at you mean write.
Yes, look at and write in a document.
You said a fresh look?
That may not be a reasonable approach given the timeframe. Could we just direct our audience
to those basin plans?
I tend to think we might be able to bring it down to the 60,000-foot level that would be compliant
with the charge and the legislation and then lend itself to the rest of the recommendations.
One of our approaches dug really deep on the data. After doing that, I am a little reluctant to
say and you should go read the basin plans.
So what details would we pull?
We can say here are all the gazillion bugs; here's the communities; we have Atlantic slope
basins; we have Tennessee basins; we have different fish communities in some; we have
different bug and aquatic conditions; we have cold water communities down to warm water
communities; small streams, big streams.
To some extent, I don't know how much coverage there is, but that is what SALCC was trying to
do with their GIS technique. We might generate a map. It doesn't cover the mountains,
Appalachians. I think there is a good deal of information that we could cobble together of the
distinguishing characteristics of groupings. I don't think we need a fresh look at it; I think we
could synthesize what is out there.
Mark Cantrell and Chris Goudreau agreed to work as a subgroup to propose a draft for
characterization, and Linda Diebolt and Jaime Robinson agreed to serve as a subgroup
to review the product. The reviewed draft will be presented at the August meeting.
It's not necessarily what else, but we should use discussion of characterization to set the stage.
Why do we think seasonality is important? Because the ecology needs it. Why do we think high
flows n the spring are important? Because the ecology needs it. Through highlighting those
things through the characterization can set the stage for what are our recommendation
assumptions. Highlight those key features so that they carry forward into the recommendations.
That was listed yesterday and the facilitators can provide that to the subgroup.
The complexity of what my fisheries colleagues are proposing for the invertebrates is a little
daunting. We have almost a thousand taxa in this descriptive database. I don't know how
many fish you have. There is a lot more work than one individual can do.
I was suggesting just general statements with some specificity as needed to get across the
concepts.
General description and maybe some examples, some astounding numeric statements about
the numbers of species.
Say this is what we recommend and this is what we did. Not to belittle the magnitude or the
importance of this task, but this is the least important thing on the list.
If it takes more than a page, we have too much in it.
To a certain extent, the Board can punt because it does say that DENR is supposed to
characterize, and you are supposed to assist them.
I would like to add that we do have some characterization of the Coastal Plain. Of the sites we
have, about 1/2 are in the piedmont, a quarter in the mountains and a quarter in the coastal
plain.
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 81 of 97
Small Stream protection (original topic was maximum allowable withdrawals
Moving down the list of proposed items to address, the group then considered what the trial balloons
offered regarding maximum allowable withdrawals.
Comments and discussion points included:
1. Only the TNC recommendations proposed maximum allowable withdrawals; they did a
comprehensive job of it, recommending none in catchments below 25 square miles, 1 million
gallons per day (MGD) in catchments 25-50 square miles and then drought or wet/moderate
limits for all other catchments. I recommend that we throw this category away. I don't think it is
in the brief of this committee to recommend maximum allowable withdrawal. I think that
exceeds our brief [several nods and comments of "yes" among Board members]. I included it in
this list because it was recommended.
2. That would fall into the site-specific or project-specific study category.
3. I think the part of this worthy of discussion is the small basin protection. There was a
specifically outlined recommendation. for protecting smaller watersheds. The 30/40/60
approach also mentioned that there might be trout streams or other small catchments that need
protection. I would like to ask how we could go forward with a recommendation on how to
protect the smallest drainages.
My observation on that is that we may not have been asked to provide a numeric maximum
allowable withdrawal rate by drainage area or otherwise, but certainly, our recommendations
should include a significant emphasis on the need for identifying some threshold for which no
more water should be withdrawn and also note that in some cases existing withdrawals may
already exceed that threshold I think we should provide that framework with emphasis on its
needing to be done. Providing information about when there is no more water to be taken is
probably the most important aspect of any recommendation that we could provide.
4. I agree that the tiniest streams should not have withdrawals, but the fact is that DENR needs to
make that call, not us. We can recommend that DENR should make some sort of determination
of that, but we should not tell them what it is.
5. It has to be put in terms of ecological integrity.
6. Our strategy for predicting biological response to altered flows is going to show huge changes in
small catchments. The smaller the catchment, the bigger the change.
7. That statement demands that we make a recommendation of some kind associated with that. If
we don't put something like that in there, then people won't draw that conclusion.
8. I would say regarding the small stream discussion that small streams with high flows with a
small withdrawal would have a low impact, as opposed to a large stream with a large intake
during drought conditions could have more impact. I don't think it is necessarily the size of the
stream; the issue is the size of withdrawal relative to flow.
9. But we also said, and I know this is true from the PHABSIM results, that the smaller the stream,
typically the higher the flow recommendation needs to be to cover all the aspects of the habitat.
The further down you go you can get by with less water to maintain the same percentage of
habitat. There is something to it. I think we do need to capture this concept as a
recommendation. Now how we word it, whether small watersheds or some combination of that
and other metrics, we can discuss, but it seems it is an important concept we don't want to lose.
10. I agree with the concept, but shouldn't our toolbox we come up with address it?
11. I agree. I think that one of the 9 or 10 scientific facts that we have is that size matters. To
ignore that in our recommendations is doing a disservice to the science. My thinking is that we
should at least say there is a red flag if a small stream is being considered. Before using TNC's
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 82 of 97
numbers I would want to go back and look at their data and their report, but I do think there
should be a flag for small streams.
12. I agree that on these small streams that is probably going to raise a red flag anyway, and
hopefully, whatever toolbox we come up with will help shed light on the potential impacts on
those small streams.
13. I just don't know which of our tools is going to do that.
14. I'm not sure which toolbox is going to do that especially when Fred is saying that DWR won't
even use that tool, or they don't want it coming from us. But as a scientific advisory board, I
think it is incumbent on us to say that on every stream in NC there is a point at which
withdrawing an additional increment of water will change the ecological integrity of that water
body. There is a point in every stream, large or small. It may be sooner in smaller ones; it may
be sooner in some of the flashier streams; or later in some of the bigger rivers. But there is a
point. That can be defined by any of these approaches as a threshold.
15. I think I phrased what I said in a bad way. If we write a guideline that says that for catchments
smaller than some size extra caution should be used when evaluating biological impacts from
flow alteration, and then somebody among us figures out what that size should be, that probably
is okay [not outside our brief]. The wording "maximum allowable withdrawal" suggests a form of
regulation, which is why I said we should not do it. Regarding there being a point at which
taking water out of a river violates its ecological integrity, I disagree. What we have learned in
our work is that if you take any water out of a stream, you will affect its ecological integrity and
taking more water out of a stream will further affect its ecological integrity. What we have not
arrived at is a conclusion about how much change in ecological integrity, measured however
you want to measure it (and at the moment there is really only one site-specific and one
statewide approach to that on the table) that is a different story. We'll come to that later. I think
a general statement, a short paragraph, will probably do the trick.
16. Of the recommendations that have been mentioned here, my take-away message is that there
is this small stream concern that was brought up in the TNC proposal and of the
recommendations brought up in that proposal I would want to see that move forward into our
final suite of final proposals--not the exact numbers that TNC is proposing.
17. Basically what we are creating is a set of triggers for site-specific evaluation. Perhaps what we
need here is a recommended trigger that says if the watershed is smaller than x amount, you
should automatically go to site-specific evaluation. What I don't know is what the threshold
should be. TNC said 25 square miles and 50 square miles. I see nothing in their data to make
those numbers real for me.
18. The reason for this effort was to avoid having to go around to every stream in NC to do an in-
stream flow study. I don't want to raise the specter of unrealistic expectations that every time
DWR has a flag raised because some threshold is violated, that we are going to run out and do
an in-stream flow study. That is not going to happen.
Facilitator: That raises the question of what site-specific evaluation means. Does site-specific
evaluation mean in-stream flow study?
19. It just means that we have raised the flag on this. All we are saying from the planning
perspective is that further investigation is recommended. Whether that is a site-specific study in
the field or something else is at DENR’s discretion.
20. I would tend to say that those are places you would not entertain withdrawals unless the
applicant provided information to demonstrate that it was not going to harm the ecological
integrity.
21. Again, this is going to go to DWR. If this is a recommendation from the Board and DWR, once it
is in hand, says we can't or won't implement that, which is their discretion.
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 83 of 97
22. Don't forget that 3 clicks down the list, we have a strategy for determining biological responses
to changes in flow, and it works really well in small watersheds.
23. I propose that we make a note to double check that the issue of small streams is
addressed in the section on biological response and if everyone agrees, that we go
forward.
No one expressed disagreement when agreement was tested, and the Board moved to the next item
on the list.
Flow by goals for larger rivers
Following are the comments, proposal, and consensus recommendations from the EFSAB in relation to
flow by goals for larger rivers.
1. When this list was originally proposed, I don't think this was exclusive to large rivers. I think in
our conversations over the course of the day yesterday, we got the feeling that if we don't need
to use a flow-by approach anywhere else, we may need to recommend that approach for larger
rivers because the data used for other approaches was from wadeable streams.
2. The flow-by goals and the seasonally stepped minimal flows were simultaneously presented.
They were presented as the same thing in the modified SC proposal and the 80% flow-by
proposal. In the Alberta proposal they were combined so you get a flow-by goal and a minimum
flow, but I don't recall that it was seasonally stepped. What I did was parse that stuff and said
that the flow-by goals for larger rivers and the seasonally-stepped minimum flows for all rivers
were how I separated those 2 things.
Facilitator: Perhaps we should step back and look at how we want to address the remaining items on
this list. Rather than taking each item individually, do you want to step back and address how you want
to approach making recommendations on flow?
3. These were just listed to parse them out. What Judy was alluding to is that there was a thought
that we have this wonderful biological data set in wadeable streams and that comprises 88% of
the catchments, but it does not include the main stem rivers where the water withdrawals are
likely to come from; therefore, maybe we should use a different approach for main stem rivers
and use the RTI/USGS approach for wadeable streams.
4. That was why I parsed it the way I did.
5. For me, then I think about what are our options for large rivers then. There were a couple of
different proposals that could potentially deal with those, right? Alberta, the 30/40/60%
Approach, and the 80% flow-by approach would be relevant. The way I was thinking of it was
where would we use this tool; where is this tool applicable? Of these tools which ones would
we recommend? All of them? None of them?
Facilitator: That is how I was thinking we could approach this. You have these various tools; it sounds
like there is interest in using different tools in different places potentially. Is that what you are
suggesting?
6. So for the second item, maximum allowable withdrawals, we changed that to something about
small watershed protection. I think it makes sense to change the 3rd item to "Large River
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 84 of 97
Approaches", which would include the flow-by percentages, the modified SC approach, and the
Alberta method.
7. What I had in mind was that the RTI/USGS approach works for the 88% of North Carolina
catchments that are characterized by wadeable streams. The seasonally stepped minimum
flows represent a wonderful safety net we ought to consider for all catchments. For the larger
streams that are not characterized by wadeable streams (12%, but they are the biggest ones)
we need some other strategy, and perhaps the flow-by goals that were presented by TNC and
the Alberta Model and the DENR proposal should be considered. The TNC flow-by goals were
complicated, but DENR's goal was 80%; the Alberta Model's goal was 85% and TNC had a sort
of stepped flow-by strategy. So the question do we want to adopt flow-by goals for catchments
that are not characterized by wadeable streams and if so, what should it be?
8. Another question is if the Board supports the idea of having a minimum flow recommendation
and whether that would be the SC-modified approach or what was used in the Alberta
Approach, the ecological base flow.
9. The flow-by approach is a target; the minimum flow is something else.
10. Right.
Facilitator: So how do people feel about, as a broad approach for large rivers, using one of the flow-by
approaches with a minimum base flow?
11. My thinking right now is that we need to go back and characterize the distinction between a
large river, a small catchment, and a wadeable stream. That is now a characterization step.
Facilitator: The wadeable streams include small catchments, right, but with the additional comment
about the need for extra protection for the smallest watersheds.
12. I guess we can get into the details of wording later, but regarding minimal base flow, I'm not
sure if that minimum refers to when the flags start flying because in terms of restricting
withdrawals, that's more of the permitting arena, not the planning arena. Also, during droughts I
hate to see mother nature violate our base flow so during drought I don't know where we are
going to set that base flow.
13. That's why Alberta deals with both. You may want to call that cut-off flow or low-flow cutoff or
EBF.
14. Also, if we are going to consider the SC-modified as an option in developing that number, I think
what was brought up yesterday was to use the modified-SC approach to set the conceptual
bounds.
15. For clarity, base flow is flow fed by ground water. We should not use the term base flow. We
should be talking about minimum recommended flow. It will be up to DENR what to do with that
recommendation.
16. Let's not get into semantics right now;
17. The Alberta paper says there are about 5 different terms that are used for that concept. You
can choose what term to use given whatever baggage each term has to you, but they use
ecological base flow and list the others.
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 85 of 97
18. Use EBF and SC modified for now.
19. I hesitate to do this, but how much are we backing up if we think about the % flow-by things and
how are we are going to work in the cumulative nature of those and where is the baseline?
Eighty-five % past a point then another point, then another point, then another point can reduce
that cumulatively downstream.
20. Right, so there is another bullet to add to our recommendation, and that is to include that
concept of that cumulative effect.
21. That is all part of riparian water use. You have to leave something for that next user. If you are
leaving 85% of what flows by you, pretty soon, somebody downstream, including the ecological
integrity could have very much less than whatever the flow-by goal was.
22. Whatever the % is, I favor using it only in the larger rivers, and it is cumulative. In other words,
you can't do 85%, 85%, 85%...It has to be 85 for the basin, if 85% is the chosen percent.
23. Or it can be done cumulatively or it can be done with the baseline concept and just set it up
river-wide and say this is where it is now, and with whatever percentage, that is the baseline at
your point.
24. 85% at whatever point.
25. It's not 85% of inflow; it is 85% of the hydrograph, the flow duration curve.
26. That's an entirely different strategy.
Proposal:
For large rivers, acknowledging that we need to define large rivers, use a flow-by approach
using some type of floor/cut-off/EBF [need to determine term] and address cumulative effects.
Comments on the proposal:
With a flow-by approach, that could but does not have to have a seasonal component, right?
At this point, we haven't talked about that. The ones that have been presented do have that.
We are agreeing that flow-by is a good idea and then we can get into a discussion of flow-by
that is seasonal or not.
Minimal flows that should apply to all rivers should be seasonally stepped. For the larger rivers,
the flow-by goal, no one presented a seasonally stepped proposal.
The flow-by, percentage of flow concept, in all of them, in Richter's paper, is not seasonal, it is
instantaneous, and it is daily. So it is 85% of what is happening. So in the model that is how
you would do it, right Tom [Fransen]?
We would use the daily data. The way I presented it is that we would basically be following the
hydrograph so it is seasonal from that perspective.
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 86 of 97
But you are not changing the percentage by season. You would use the x%.
In the example, we would use the same percentage. There is not any reason you couldn't
change it by month or season.
The flow-by goal is a percentage of instantaneous flow-by. The seasonally stepped minimum
flows may or may not be.
We haven't gotten there yet.
Part of the charge is to try to predict water usage down the road. Are you going to be able to do
this with a daily, instantaneous flow-by?
Can we predict what future flow-by's are going to be?
It's not predictive in terms of what is going to happen 6 months from now, but you're basing it on
the hydrology data set.
Right. So we can get an idea of what our water withdrawals statewide might be 15 years down
the road and we'll have some idea, based on our historic hydrology data set, of that. Our flow-
by's are going to be [inaudible]
DWR plugs in this future demand and they'll test against that daily, instantaneous flow-by.
The Board members present accepted the proposal with six votes of one [meaning
Endorsement (I like it) and four of two [meaning Endorsement with a minor point of contention
(basically I like it)].
The Board opted to continue with developing the framework of broader concepts, give the people not
present an opportunity to weigh in, and then delve into specifics at the next meeting.
Wadeable Streams (topic seasonally –stepped minimum flows)
The following discussion occurred among the group around seasonally stepped minimum flows.
Facilitator: So this is essentially a subset of the flowby approach, right?
C: In theory it might have been applied elsewhere, but I feel it’s applicable in these larger river
systems, applied to wadeable streams.
C: We’ve talked about small stream protection, large river approaches, wadeable stream approaches is
left. We have that as an option- wadeable rivers, we have the RTI/USGS approach, if we’re just
throwing things up at this point by these categories of large, wadeable, and small.... we’ve diverged
from where we started.
C: Seasonally stepped minimum flows may have application for larger rivers, but not in the shape its in
now would need tweaking, may need to look at monthly mean flow.
Facilitator: Chris is proposing deviating slightly from the list by addressing wadeable streams and
options for addressing them.
C: I think all 5 of them (trial balloon approaches) should be on there to start with.
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 87 of 97
C: The RTI method, listed species, PHABSIM are all ways of evaluating the decision that you’ve made.
Now we’re talking about the process of making that decision. Are we going to use that to establish
what the flow deficit would be, then back out of it…
C: Like the previous one we haven’t determined numbers yet.
Facilitator: we shifted gears from this list as some were elements of proposed recommendations, and
moved into discussing larger rivers, small streams, wadeable streams.
C: Any of the approaches can be used in the wadeable streams, do we have a preferred approach?
C: I was thinking of a seasonally stepped minimum flow as a safety net, and the RTI/USGS approach
is a way for predicting the biological response to an altered flow, not necessarily a decision made but
any altered flow you might want to evaluate for any reason. Could be an altered flow based on any
change. What you have in the list is a large river flow by goal, a seasonally stepped minimum for a
safety net, and a strategy for evaluating biological responses to all altered flows that we know works
pretty well in 88% of the catchments.
C:I thought RTI/USGS approach worked towards a prescriptive number, so if we agreed there were a
10% decline in species assemblage, then there would be an ecodeficit associated with each node that
you’d not want to cross, and not crossing it would be the prescription. Ultimately a flow would need to
be derived.
Q: The RTI/USGS method predicts biological response for altered flows. Having worked hard to pick
the right variables and treat the data respectfully. We also recommended that a 10% diminution in
biological condition as result of altered flows should raise a flag. I don’t have a reason to back away
from the 10%, I realize it is hypothetical at this point, but we’re talking generalities at the moment, not
numbers, right?
C: True, but each of these other (trial balloon) recommendations can provide a flow recommendation.
Isn’t that the final objective?
C: Our goal is to tell DENR how to determine if ecological integrity will be violated if you alter flows.
Tom nailed it, so far we have generalized strategies based on literature. When you get to RTI/USGS
methods it tells you how those strategies will perform. It’s a pretty good way of how an additional
alteration will produce an additional affect.
C: We don’t dispute that, we’re looking at all the trial balloons that have been thrown up at this point.
We’re talking about what would work for wadeable streams. We haven’t said anything about which one
we like best, just which ones should be on the sheet to start with.
C: I misunderstood. If we’re trying to figure out how to address wadeable streams, then there are 3
seasonally stepped minimum flow proposals on the table plus the USGS/RTI approach (an alternative
strategy).
C: We’re not just talking about seasonally stepped minimum flows though.
C: We’re talking past each other. I’m suggesting that the Alberta method is a combination of % flow
and an EBF. That is not seasonally stepped minimum flow. That’s one method. The NC 80% flow by
is another one that does not have that second component. The SC method, whatever the numbers, is
a seasonally stepped min approach, it’s another approach to dealing with wadeable streams. Then the
TNC approach is a percent of flow with a cut off component.
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 88 of 97
C: I’m resisting throwing all options in the pot and picking one, I think something would fall through the
cracks. I think there is merit to all the options. I’d hoped to see a stepwise strategy in which we have
some sort of flow by target, some sort of minimum flow recommendation, and some strategy for
measuring the approach.
C: Our previous one just did that for larger river approaches? I understand where you’re coming from
but these methods were developed with components for a purpose. We can talk about numbers later,
but if you want to call flow cut off as a minimum flow thing, the SC method is in that ballpark but doesn’t
include % minimum flow component. It’s still on the list as a viable option. They weren’t intended to
work as separate components. Everything is still up there.
Facilitator: It leaves me wondering how to best approach this. My thinking was what do we have that’s
applicable to wadeable streams, what from that is important to include in the recommendation? But
sounds like they can’t be separated from their components, or maybe from looking at each one we can
identify a lit of what should be included in wadeable streams
C: What I see as different on that list, if you start with the SC or Alberta approach that could be the end
of it. If you start with the RTI approach, you may want to include some aspect of one of the other
approaches.
C: RTI/USGS approach, you can say you want a 10% limit of degradation and find out the deficit, it
doesn’t tell you how to achieve that deficit. That’s the problem I have with starting with the RTI/USGS
approach. It doesn’t help you in determining what set of parameters of the model to put in to produce
that deficit. If you go the other way, it doesn’t tell you how to manage the resource in order to produce
that deficit. Even if you use it for guidance, you still have to go back to these other components and
decide how you’re going to produce that deficit, and whether that deficit is significant. There are
multiple ways to produce a deficit.
Facilitator: Are you suggesting coming up with an approach, then RTI/USGS work would tell you what
the damage is of that approach?
C: Possibly. That’s one way. Do these scenarios produce that deficit or is it better than that deficit.
You could use it as a criteria. To me its easier to say 90% flow by, then see if it produces a deficit. If
not you don’t worry, if it produces a small deficit then you can look up whether its significant or not. It’s
easier to go that route than come up with scenarios.
C: That’s very important. The RTI strategy cannot be used to prescribe a flow. It can be used to test a
flow and what it does to the biological condition. What I had in mind was a target/minimum flow
strategy, that we would know what it does in terms of biological impact relative to baseline condition,
than any proposed additional alteration from any source can be evaluated.
C: How do you recommend how to get the numbers that go into the model? The 85% from Alberta?
90%?
C: We could give those numbers, whatever the low minimum flows would be, apply it to a few places
with projected water uses and see what it produces in 2050.
C: For each node that Tom runs, you’ll have to punch in a few scenarios and evaluate ecodeficit for
each scenario?
C: That’s why the value is the ability to project the effects based on future management decisions for
water withdrawals.
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 89 of 97
C: In other words, where the other ones could be stuck into Tom F’s model, say the Alberta one. He
could put that or the 80% flow by you showed yesterday, that is the measuring stick against which to
determine whether you’re violating the flow on any given day. In a sense it’s the recommendation and
the measuring stick. Tom C. is saying you can use any of those in the model, and use USGS/RTI as
measuring stick. If a flag goes up then it’s probably PHABSIM type of analysis. (another measuring
stick)
C: You’re getting into layers of approaches, if you past this test, then this.
C: There a model missing in our work- one that relates the flow characteristics to eco-deficit.
C: That’s Tom Fransen’s model.
R (Tom F.): We have a flow model…
C: We need that link that allows us to look at the variety of scenarios and whether they produce
ecodeficits.
C: So you can calculate a flow duration curve right?
R: It’s programmed in to develop a flow duration curve (DWR).
C: Then you can do ecodeficits.
C: IF DENR adopts an 80% flow by or series of seasonal min flows and test with RTI/USGS model and
it shows an unacceptable level of biological change, DENR can adjust those strategies on a basin by
basin basis. We can recommend 80% as a starting point, DENR may decide that needs to change
based on basin. That is the scientific way to do it. They should then continue to look at data as they
come in from DWQ monitoring sites, if it determines biology changes more than predicted, model can
change, for iterative adaptive changes.
C: How much change in biological condition is going to be acceptable, whether 5, 10, 15%. We’ll need
to hammer that out later.
C: Starting numbers for % are easy, but need to figure out how much biological change do we
recommend that DENR should accept.
C: Right.
C: If you have no seasonality, and you have a flow by of 80%, in your planning method its reducing flow
by 20%, then the ecodeficit (if constant throughout the year in a planning phase), the ecodeficit is 20%
linear?
C: Not necessarily, depends on water use throughout year.
C: Ok. Planning tool says if someone uses 3 mgd more per year, we’re saying does that reduce it
more than 20%.
C: RTI/USGS approach is an evaluation tool for DWR to use. They can plug in flow reductions, any
number, we don’t need to give them 80% flow by, as long as it doesn’t provide more than 10%
decrease in biological response it gets approved without further evaluation? Is so, then why prescribe
a number like 80% if we don’t know yet if an 80% flow by will cause 10% reduction.
C: Good point, if we can agree on how much degradation in biological condition we can tolerate, we
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 90 of 97
can leave it up to DENR to determine what they want to do with target flows, minimum withdrawals, etc.
The problem is it’s a tall order for DENR to do that for everything all that at once. It’s probably be good
to look at literature to look at guidelines for target flows, minimum flows, so DENR has reasonably safe
place to work while they get to evaluating biological results that they probably will have to do case by
case.
C: Going back to the ecological principles we just introduced, we need to maintain that variability
(frequency, duration), and easiest way to do that is with a flow by. That argues for that. About
droughts- you don’t want to push it down there, that argues for minimum levels. You’ve already got
some pretty rigid standards, what’s left is to decide the % flow-by (80% for large rivers? 90% for
wadeable to start with until we have better knowledge?). I don’t think DENR has the flexibility to make
any change they want and match the criteria we’ve suggested are important.
C: I think we should start with safe standards and give DENR an excellent measuring tool.
C: RTI/USGS technique as a measurement tool in wadeable streams then?
Facilitator: Had you decided as a group if maintaining variability was important? Possibly was a
consensus agreement earlier, but is in our concept list from today too.
C: So what we’ve got whether it’s a large river or wadeable stream, the flow recommendation
approaches are essentially the same that we came up with, the only difference is for wadeable streams
we have this additional measuring stick with which to assess the tool that might be recommended. Is
that a fair statement?
C: If you use it in the other 12% of catchments you will get a conservative (protective) answer. If it fails
in the larger catchments it will be because it is too conservative.
Facilitator: My interpretation is what Chris said, is there general agreement on that? We’re looking at
basically the same as we had for larger rivers with addition of this tool for assessment?
Q: Can we agree that min flow should be seasonally stepped? Since there is one proposal (Alberta)
that has it uniform?
C: No, its monthly not seasonally, or could be weekly. The number itself is 20% but it could be 20% of
monthly flow, whatever month you’re in. The 20th percentile flow.
C: TNC proposed 2 seasons, Hugh has proposed 4 seasons, the Alberta approach could go monthly
(% doesn’t change).
C: SC proposal changes seasonally and its expressed either as annual or monthly. TNC is attempting
same as Alberta, to do that she changes the % by month. Two seasons for the % of flow component.
Q: How comfortable are, instead of having a flat percentage, are we with a stepped percentage?
Without looking at the numbers do we think we need to have some variance in there?
C: Are we talking about percent of flow…(inaudible)
C: We’re talking about percent of monthly mean, just for the low flow cut off.
C: If we use the SC strategy as a low flow cut-off it’s as % monthly mean.
C: If working in range of 30, 40 50 percent, then adjusting seasonal percent makes sense. If you go to
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 91 of 97
80, 85, 90% I don’t think we have the resolution to have an adjustment of that percentage.
C: Not talking about trigger flow, but the low flow cut off.
C: Kim’s bottom percentile ranged from 40-60, Hugh’s ranged from 30-60, Alberta monthly proposal
was constant 20%. We don’t have to pick a percent now, do we want to recommend a constant
percentage or seasonally adjustable?
C: Constant is related to the month. A % of mean monthly flow
Chris made a table and shared with group to test what people think the proposals provided: TNC
approach as % flow and cutoff component. Her % of flow was ~90% in normal to wet years, and 95%
in drought years. Her base flow cutoff was complicated but boiled down to about 15 percentile flow.
NC approach was 80% flow by with no low flow component. Alberta is 85% and 20th percentile that you
implement by calculating by month. The SC approach doesn’t have a % of flow component, I wouldn’t
call it an EBF, but the (20-30-40, whatever the numbers are) numbers are the low flow. Is that how
others understand it?
C: With an exception, Kim’s handout said her recommended EBF is 50-60% depending on whether it’s
a wet or dry year Jan- April, and 40-50% depending on whether it’s a wet or dry year from May- Dec.
C: So the number may be a different range than 15% but her objective is to get above 10%. Seems
like a complicated way to say stay above 15%.
C: The reasons for 40% in drought years was because it’s a lower flow in the drought year and you’re
only withdrawing 5% so it give you a lower floor.
C: She’s presented it more as a policy instead of a planning thing. Tom’s not going to know in the
model if it will be a drought year so he should use this percent.
Q: With the SC proposal, when initially proposed, it was there wouldn’t be a % of flow that goes along
with it, it would be the lowest flows that would be tolerable as opposed to other 3 systems are talking
about how that water will stay in the stream in any given day.(did not have a daily percentage flow by).
When the % was bumped up it didn’t apply to the EBF, low flow, feature any more. It was moving more
to a very low % flow concept. Where do you feel it’s going? We co-opted it as a base flow.
C: I still consider it to be a stepped seasonal minimum.
C: Reason why is its not necessarily maintaining hydrologic pattern.
Q:Going back to my original question, do you prefer a flat rate for minimum or a seasonally adjusted
minimum? Details of how to adjust can be done later. I prefer a seasonally adjusted, acknowledging
its harder to come up with and justify. Do you want to try for a single or something complicated?
C: In some respects a seasonal step is to accommodate spawning season giving higher flows then.
C: But the pass by take care of that. The importance would be to protect the low flows and not to
increase frequency of drought condition.
C:The 20-30-40 approach, what seasons were those?
C: With the Tar River example, June-Oct was 30%, Nov- Dec 40%, Jan- Feb 50%, Mar-May 60%
based on not dropping any habitat approach below 80% except for one (the deep fast).
C: Sam are you asking if that approach is used with % flow by as well?
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 92 of 97
C: I’m suggesting it could be used with POF target.
C: If you use numbers that high, you’ve done away with half the hydrograph. If you took the
hydrograph and laid on those high monthly percentages, you cut off bottom half of hydrograph. So that
means you only use the % of flow when above the median flow. That is essentially doing away with
most of your water availability.
C: the numbers, you take the inverse as POFs? Of 60% at that time of year you’d have 40% of
available water?
C: If I have a pipe in the river I can take up to 15% flow by year round, in Jun-Oct., I’m also restricted
from lowering the flow below 30%. I think there is a significant gap between the numbers I don’t think
I’ve taken the hydrograph away at all. In Mar- May, when 60%, there is only 20% wiggle room.
C: But your flows were mean annual flows.
C: What I presented with PHABSIM was mean annual flows. They didn’t have PHABSIM data for
mean monthly flows. In original proposal, we suggested mean monthly flows were more similar to the
normal hydrograph than mean annual.
C: I modify my proposal, I propose we use mean monthly as baseline and not mean annual if we use
the SC approach. You can take down to 80% instantaneous flow, but you can’t drop below 50%
monthly annual mean.
C: For all users, that’s multiple pipes that can’t go below a certain amount.
C: Remember we’re not balancing users, we’re recommending to DENR what should happen in a
catchment.
C:Tom F- one point I tried to make yesterday, it seems we’re mixing percentiles and % means and they
are not the same. In the modified SC, 30-40% of time the flows are falling below that. If you pick any
of these EBF, we need to think is that base, what will you do if flows drop below that point. If we tell
people we can’t pump anymore, that is a problem.
C: I’m suggesting the high end target is a % of mean of instantaneous flow by, the bottom cut off
proposal is percent of a % of the monthly mean. When you looked at it, you looked at the annual
mean. At monthly mean half the time they were below the line?
Tom F: It ranged anywhere from 3%- 41% with average 16% of monthly mean. Based on last month’s
presentation 20-30-40, depends on mountains or piedmont.
C: To follow up on that, that’s why Alberta approach only applies that cut-off to a portion of the
hydrograph, if you get below that and the natural flow is less than that, then it’s the natural flow so you
don’t restrict further. It’s not that nobody can take water below that point, you try to extend the portion
of the hydrograph.
Tom F: if you put some kind of floor there, you have to address where withdrawals stop. We don’t cut
people off.
C: For planning purposes, we’re looking at when we hit that threshold. For planning, that’s when we
say we need to seek other sources. We’re not saying you’re cutting anyone off.
Tom F: How I interpret that is if you’re saying you’re not trying to stop withdrawals, that’s fine. IF
you’re planning withdrawals based on your drought plan, that works.
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 93 of 97
C: The only thing we’re trying to say is that if you go below that, the ecosystem suffers. We’re not
saying anything about what you can or can’t do, our responsibility is simply to tell you if you cross that
threshold, the ecosystem suffers.
C: Or it suffers but it has to recover, according to the legislation.
C: The Alberta method then makes sense, it says that ecology would naturally survive a drought cycle if
you have a resilient system with ecological integrity. The Alberta approach makes sure the duration is
closer to the natural. I don’t know about duration though.
Facilitator: We started by trying to decide the various parameters to include for wadeable streams. We
discussed a potential flow by approach, with some sort of approach to a minimum, and then RTI/USGS
work as a tool for assessing the impacts. Right? Are there additional items /parameters to include in
the approach taken for wadeable streams? Do you want to narrow the parameters that you want to
include?
Q: Was one of the early statements that possibly the larger and wadeable streams recommendations
are going to be based on the same pieces, that there would be these 2 components to the
recommendations, and they might vary based on the size of the stream? Not saying wadeable vs
larger streams?
Facilitator: Right, with distinction was that we did not include the RTI tool.
C: so the revelation is it’s not going to prescribe any of these features, it’s simply a post-processing
evaluation tool.
Facilitator: So you would say the same as for larger rivers with addition of RTI/USGS as a tool for
analysis of the effect of it. The other thing you had for large rivers was the comment about cumulative.
(Head nods.)
Wadeable streams approaches
Flow by approach
Apply EBF/SC modified, for when a flag goes up
Characterize difference between wadeable, small catchments, large rivers
Address cumulative effects
Use the RTI/USGS tool for assessing biological responses to altered flows
Test for alignment on that through show of fingers: 10 ones
Listed Species Strategy
The EFSAB will use the proposed recommendation developed by the T&E subcommittee and approved
by the EFSAB at the June 2013 meeting. That recommendation was and is currently included in the
Report Outline:
T&E subcommittee review suggests that flow-habitat relationships for these species are broadly
addressed by the PHABSIM approach. Rather than further evaluate the developing research on
T&E species' flow requirements, the SAB recommends that specific, potentially more limiting,
flow needs for resident T&E species should be considered on a project specific basis by the
DWR in addition to the more generic recommendations offered by the SAB. For planning
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 94 of 97
purposes, portions of basins (e.g., nodes) that include listed species should be treated by DWR
as needing additional analysis.
Follow up for situations where ecological flows are flagged
Site Specific Follow up Recommendation:
If DENR evaluates a catchment for a larger basin and a flag goes up as a result of that analysis,
that catchment or basin would be identified vulnerable and any proposed flow alteration would
be evaluated more closely.
When in planning mode and a flag goes up, the PHABSIM and field work is not normally
conducted unless there is a permit application. As Fred mentioned earlier, just because a flag
goes up does not mean that DENR is off to automatically conduct field studies. Rather we
might want to say for planning purposes in the Report is that when a flag goes up, further
analysis is required and that might mean anything from field studies, to talking to water users in
the basin about other ways that they can meet their water needs [at that future point] or x,y,z.
[Chris - include this section in the recommendation?]
Initial discussion occurred on whether to recommend PHABSIM as a strategy for site specific follow up
(trigger is site specific):
Right now, PHABSIM is the only strategy before the EFSAB for site specific follow up.
C: One approach is if a flag is raised, do your analysis on the deficit, then look at the RTI work and
decide whether it passes or fails, and if it fails, then you use the PHABSIM.
Q: Do we need to tell DENR to use PHABSIM?
R: What else would you use? Or, do we have to recommend anything when the flag goes up including
some other SIM (simulation)?
C: Maybe what the EFSAB can say to DENR in the report is when the flag goes up, you should do site
specific analysis.
C: This came up yesterday when Tom Fransen said that SEPA minimum criteria is not going to change
in the near future and that is the current rigor for site specific evaluation. Thus is it our responsibility to
recommend an approach for site specific follow up?
C: When in planning mode and a flag goes up, the PHABSIM and field work is not normally conducted
unless there is a permit application. As Fred mentioned earlier, just because a flag goes up does not
mean that DENR is off to automatically conduct field studies. Rather we might want to say for planning
purposes in Report is that when a flag goes up, further analysis is required and that might mean
anything from field studies, to talking to water users in the basin about other ways that they can meet
their water needs [at that future point] or x,y,z.
C: May I try an alternative phrase: if a flag goes up for a watershed in which no withdrawals are
proposed and that watershed is identified as vulnerable, then any future plans for water withdrawals
need to be evaluated very carefully.
Q: Is a site specific evaluation going to undertaken with individual requests or simply as a result of long-
term planning or both? Will it be a result of a 60 year plan or withdrawal by withdrawal?
R: We could do it on individual request but also if are a number of flags going up in a particular basin,
we may want to say that this basin we may want to consider for capacity use. So both types of
“evaluations” may be considered.
Proposal: if DENR evaluates a catchment for a larger basin and a flag goes up as a result of that
analysis, that catchment or basin would be identified as vulnerable and any proposed flow alteration
would be evaluated more closely.
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 95 of 97
C: My concern is we are talking catchments’ here not sites on a stream. In addition, DWQ is assessing
watersheds – are we stepping into this area?
R: If DENR decides to evaluate an area in which there is no node, then a node will need to be made
and then watersheds evaluated upstream.
Coastal Area Strategy
The NC Coastal Working Group will provide information that they are proposing be included in the
EFSAB Report outline at the August meeting.
Adaptive Management – Future Research
A suggestion was made to use language in report which is:
Ongoing Validation - DENR should adopt/design/develop strategies for:
a. validating ecological thresholds. Strategies should be informed by new data or research.
b. tracking the impact of flow changes when they occur.
c. modifying characterizations, target flows, and thresholds based on new data, changing
conditions, and lessons learned.
Discussion: the word threshold must be qualified. We are using threshold to mean a value that is
important not to cross; a flag is not a statistically defensible number. Example: 80% flowby as a
threshold; may be a value DENR sets because of this and that but there is no statistical basis for
this number and we need to clear about this.
May also need to define various kinds of thresholds and what do you mean by them for example:
a. minimum flows thresholds
b. percent of flows thresholds
c. biological diminution thresholds
XVIII. August Agenda discussion
In planning for the August 20 and 21 meeting, what are the next steps for the EFSAB?
It was decided that a new draft writing team composed of:
Chris and Mark would initiate a draft of the recommendation topics that had been discussed for most of
the afternoon of the July 17 meeting including any recommendations that the EFSAB supported. The
draft generated by Chris and Mark would be reviewed by Jamie and Linda. This process would be
completed within two weeks and then distributed to the entire EFSAB for their review. This draft would
be incorporated into the existing report outline with sections identifying where a range of numbers or
numbers could be inserted.
Chris and Mark requested the meeting notes from the facilitation team which will be sent to them by
next Tuesday, July 23.
Mark also made a request to the EFSAB that if anyone had suggestions about items that needed to be
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 96 of 97
included to send an email with those specifics to Mark and Chris.
The information being sent to Mark and Chris will be distributed to EFSAB members who were not at
the July 17 meeting which included: Jeff, David, Amy, Jamie (late afternoon), Becca, Fritz, and Sarah
(late afternoon).
Discussion ensued regarding the August meeting about what the next steps would be. The facilitator
asked the group to help determine specific actions and/or questions that the EFSAB could focus on in
August. A brief list of ideas was generated. At the August meeting, the EFSAB should agree to a
discussion template for the meeting.
Suggestions for specific actions and/or questions the EFSAB can address at the August
meeting:
1. Characterization: what are the specific variables? and what condition are they in?
2. Flowby goals for larger rivers: what are those options- 80, 85, and 90? And what should they be?
3. Seasonably stepped minimum flows: there are four proposals that range from 30 to 60% based on
monthly mean.
4. Method for predicting bio-response to altered flows: there are numbers to plug in here until you get to
the end and ask what is the percentage of biological diminution that should raise a flag.
5. Listed species triggers: no numbers
6. Site specific Analysis: no numbers for PHABSIM
7. Coastal Plain strategy being proposed by coastal working group
8. Adaptive Management: members may want to revise the language in the report outline.
Additional comments:
The draft team may want to consider:
1. How cumulative effects fit into the discussion
2. Propose specific actions and/or questions that EFSAB should address in August
3. Ensure to the range of proposals is described where there is missing information or where
information needs to be considered.
4. Begin to include reference information for the recommendations/sections
Additional Agenda Items for August:
1. Review notion of large and small streams: what is a large stream? What is a small stream? The
SALCC and Northeastern classification effort is being used by the BEC approach to generate stream
divisions (5 stream class sizes). The Ad Hoc Water Coordination Group has a model it is using. May
also want to consider the TNC Susquehanna method for discussion.
Tom C. emailed a stream distribution to Christy to distribute to the EFSAB.
2. Coastal Plain information for the report outline
3. Two Neuse River scenarios in terms of available water provided by the Ad Hoc Water Coordination
Group
4. Review and discuss the new recommendation framework developed by Mark, Chris, Jamie, and
Linda.
5. Discuss the remaining questions and issues proposed by Mark, Chris, Jamie, and Linda, and other
questions and issues identified by others.
Ecological Flows Science Advisory Board July 16 & 17, 2013 Meeting Summary
Page 97 of 97
6. Explore the question: are additional writing teams required? If so, what sections? And who will write
those sections?
a. identify what transpired along the way that led the EFSAB to their current conclusions
b. how does what transpired contribute to the larger body of research and discussions about
Ecological Flows?
c. what information needs to be included in the Appendices? Are large reports included or posted
online at ncwater.org
The next meeting of the EFSAB is scheduled for August 20 & 21, 2013 at the Stan Adams Educational
Center from 9:00am until 4:30pm on the 20th, 8:30- 4:00 on the 21st. Please remember to bring lunch
and refreshments with you. Coffee will be available on site and soft drinks are ($1). Webinar: If you
cannot attend the meeting in person but
would like to join us via the webinar, you can
watch the presentations and listen to the live
streaming audio of the meeting by accessing
the link and typing your name in the space
labeled “guest”:
https://denr.ncgovconnect.com/sab/
Meeting Location & Directions: The
meeting location is the Stanford M. Adams
Training Facility at Jordan Lake Educational
State Forest. Directions are: 2832 Big
Woods Road, Chapel Hill, NC 27517. From
Rt 64 and Big Woods Road, it will be the first
Forest Service sign on the right. Pass the
office building and continue on through the
gate to the education center. For Map link:
http://go.ncsu.edu/stanadams